H1. Res. 6118, Ord. 1902, Res. 6119, Timberwolf RidgeKALisPEii,
Development Services Department
201 V Avenue East
Kalispell, MT 59901
Phone: (406) 758-7940
Fax: (406) 758-7739
www.kalisi)ell.com/planning
REPORT TO: Doug Russell, City Manager
FROM: PJ Sorensen, Senior Planner
SUBJECT: KA-22-09/KPUD-22-05/KPP-22-08 — Timberwolf Ridge
Annexation, Initial Zoning, Planned Unit Development, and
Preliminary Plat
MEETING DATE: March 6, 2023
BACKGROUND: Timberwolf Ridge, LLC, has submitted a request for annexation, initial zoning of
RA-1 (Residential Apartment) with a Residential Planned Unit Development ("PUD") overlay, and
major preliminary plat on approximately 20.1 acres of land. The development, called Timberwolf
Ridge, would contain up to 400 multi -family dwelling units in six (6) buildings on six (6) lots along
with parking, recreational amenities, and open space.
The property is located at 605 Stillwater Road at the intersection of Stillwater Road and Timberwolf
Parkway and can be described as Parcel A of Certificate of Survey Number 16743, situated, lying and
being in the Southwest Quarter of the Southwest Quarter of the Northwest Quarter and the Northwest
Quarter of the Northwest Quarter of the Southwest Quarter of Section 36, Township 29 North, Range
22 West, P.M.M., Flathead County, Montana.
The Kalispell Planning Board held a duly noticed public hearing on February 14, 2023, to consider
the request. Staff presented staff report KA-22-09/KPUD-22-05/KPP-22-08 providing details of the
proposal and evaluation. Staff recommended that the Planning Board adopt the staff report as
findings of fact and recommend to the Council that the request be granted subject to 34 listed
conditions.
No public comments were received at the public hearing other than from the applicant. The public
hearing was closed and motions were presented to adopt staff report KA-22-09/KPUD-22-05/KPP-
22-08 as findings of fact and recommend to the Kalispell City Council that the annexation be
approved with an initial zoning designation of RA-1 (Residential Apartment), the Planned Unit
Development be approved subject to the 34 conditions, and the preliminary plat be approved subject
to the 34 conditions. Board discussion concluded that the request was appropriate, and the motions
were approved on a unanimous vote.
RECOMMENDATIONS:
ANNEXATION: It is recommended that the Kalispell City Council approve Resolution 6118, a
Resolution to provide for the alteration of boundaries of the City of Kalispell by including therein as
an annexation property which can be described as Parcel A of Certificate of Survey Number 16743,
situated, lying and being in the Southwest Quarter of the Southwest Quarter of the Northwest Quarter
and the Northwest Quarter of the Northwest Quarter of the Southwest Quarter of Section 36,
Township 29 North, Range 22 West, P.M.M., Flathead County, Montana.
INITIAL ZONING AND PLANNED UNIT DEVELOPMENT: It is recommended that the Kalispell
City Council approve the first reading of Ordinance 1902, an Ordinance to amend Section 27.02.010,
official zoning map, City of Kalispell Zoning Ordinance 1677, by zoning certain real property
described as Parcel A of Certificate of Survey Number 16743, situated, lying and being in the
Southwest Quarter of the Southwest Quarter of the Northwest Quarter and the Northwest Quarter of
the Northwest Quarter of the Southwest Quarter of Section 36, Township 29 North, Range 22 West,
P.M.M., Flathead County, Montana, as RA-1 (Residential Apartment), and applying a Residential
Planned Unit Development Zoning Overlay subject to 34 conditions in accordance with the Kalispell
Growth Policy Plan- It 2035, and provide an effective date.
PRELIMINARY PLAT: It is recommended that the Kalispell City Council approve Resolution
6119, a resolution approving a request from Timberwolf Ridge, LLC, for approval of the preliminary
plat for Timberwolf Ridge, a major subdivision preliminary plat consisting of approximately 20.1
acres with 34 conditions of approval, which can be described as Parcel A of Certificate of Survey
Number 16743, situated, lying and being in the Southwest Quarter of the Southwest Quarter of the
Northwest Quarter and the Northwest Quarter of the Northwest Quarter of the Southwest Quarter of
Section 36, Township 29 North, Range 22 West, P.M.M., Flathead County, Montana.
FISCAL EFFECTS: There are no anticipated fiscal impacts at this time.
ALTERNATIVES: Deny the request.
ATTACHMENTS: Resolution 6118
Ordinance 1902
Resolution 6119
February 14, 2023, Kalispell Planning Board Minutes
Staff Report
Maps
Application Materials Linked Here
c: Aimee Brunckhorst, Kalispell City Clerk
Return to:
Kalispell City Clerk
PO Box 1997
Kalispell, MT 59903
RESOLUTION NO. 6118
A RESOLUTION TO PROVIDE FOR THE ALTERATION OF THE BOUNDARIES OF
THE CITY OF KALISPELL BY INCLUDING THEREIN AS AN ANNEXATION CERTAIN
REAL PROPERTY DESCRIBED AS PARCEL A OF CERTIFICATE OF SURVEY
NUMBER 16743, SITUATED, LYING AND BEING IN THE SOUTHWEST QUARTER OF
THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER AND THE
NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST
QUARTER OF SECTION 36, TOWNSHIP 29 NORTH, RANGE 22 WEST, P.M.M.,
FLATHEAD COUNTY, MONTANA, TO BE KNOWN AS TIMBERWOLF RIDGE
ADDITION NO. 462, TO ZONE SAID PROPERTY IN ACCORDANCE WITH THE
KALISPELL ZONING ORDINANCE, AND TO DECLARE AN EFFECTIVE DATE.
WHEREAS, the City of Kalispell received a petition from Timberwolf Ridge, LLC, representing
the owners of the above -referenced property, requesting the City of Kalispell annex
the territory into the City; and
WHEREAS, the Kalispell Planning Department has made a report on the petitioner's Annexation
Request, #KA-22-09, dated February 8, 2023; and
WHEREAS, the Kalispell City Planning Board and Zoning Commission recommended the
territory be zoned City RA-1, Residential Apartment, with a Planned Unit
Development overlay, upon annexation into the City of Kalispell; and
WHEREAS, pursuant to §7-2-4211(2), MCA, the City shall include the full width of any public
streets or roads, including the rights -of -way, that are adjacent to the property being
annexed; and
WHEREAS, the City of Kalispell desires to annex said property in accordance with Title 7,
Chapter 2, Part 46, Montana Code Annotated.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
KALISPELL AS FOLLOWS:
SECTION 1. That all the real property described as Parcel A of Certificate of Survey
Number 16743, situated, lying and being in the Southwest Quarter of the
Southwest Quarter of the Northwest Quarter and the Northwest Quarter of
the Northwest Quarter of the Southwest Quarter of Section 36, Township 29
North, Range 22 West, P.M.M., Flathead County, Montana, be annexed to
the City of Kalispell and the boundary of the City is altered to so provide.
SECTION 2. Upon the effective date of this Resolution, the City Clerk is directed to make
and certify under the seal of the City, a copy of the record of these
proceedings as are entered on the minutes of the City Council and file said
documents with the Flathead County Clerk and Recorder.
From and after the date of filing of said documents as prepared by the City
Clerk, or on the effective date hereof, whichever shall occur later, said
annexed territory is part of the City of Kalispell and its citizens and property
shall be subject to all debts, laws and ordinances and regulations in force in
the City of Kalispell and shall be entitled to the same privileges and benefits
as are other parts of the City.
SECTION 3. The territory annexed by this Resolution shall be zoned in accordance with
the Kalispell Zoning Ordinance.
SECTION 4. This Resolution shall be effective immediately upon passage by the City
Council.
PASSED AND APPROVED BY THE CITY COUNCIL AND SIGNED BY THE MAYOR OF
THE CITY OF KALISPELL, THIS 6TH DAY OF MARCH, 2023.
Mark Johnson
Mayor
ATTEST:
Aimee Brunckhorst, CMC
City Clerk
Return to:
Kalispell City Clerk
PO Box 1997
Kalispell, MT 59903
ORDINANCE NO. 1902
AN ORDINANCE TO AMEND SECTION 27.02.010, OFFICIAL ZONING MAP, CITY OF
KALISPELL ZONING ORDINANCE, (ORDINANCE NO. 1677), BY CREATING A
RESIDENTIAL PLANNED UNIT DEVELOPMENT TO BE KNOWN AS TIMBERWOLF
RIDGE PUD OVER CERTAIN REAL PROPERTY MORE PARTICULARLY
DESCRIBED AS PARCEL A OF CERTIFICATE OF SURVEY NUMBER 16743,
SITUATED, LYING AND BEING IN THE SOUTHWEST QUARTER OF THE
SOUTHWEST QUARTER OF THE NORTHWEST QUARTER AND THE NORTHWEST
QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF
SECTION 36, TOWNSHIP 29 NORTH, RANGE 22 WEST, P.M.M., FLATHEAD
COUNTY, MONTANA, IN ACCORDANCE WITH THE KALISPELL GROWTH
POLICY - PLAN IT 2035, AND TO PROVIDE AN EFFECTIVE DATE.
WHEREAS, Timberwolf Ridge, LLC, representing the owners of the property described above,
petitioned the City of Kalispell that the zoning classification attached to the above
described tract of land be zoned RA-1, Residential Apartment, with a Planned Unit
Development overlay to be known as Timberwolf Ridge PUD, on approximately
20.1 acres of land; and
WHEREAS, the property is currently zoned County AG-80 and is located at 605 Stillwater Road;
and
WHEREAS, the petition of Timberwolf Ridge, LLC was the subject of a report compiled by the
Kalispell Planning Department, Staff Report #KPUD-22-05, in which the Kalispell
Planning Department evaluated the petition and recommended that a Planned Unit
Development overlay be attached to the above described tract of land pursuant to
Kalispell City Code 72.21.030(2)(b); and
WHEREAS, the Kalispell City Planning Board held a Public Hearing on the matter on February
14, 2023, and recommended that a Planned Unit Development overlay be attached
to approximately 20.1 acres of land, pursuant to Kalispell City Code
72.21.030(2)(b); and
WHEREAS, after considering all the evidence submitted on the proposal to attach a Planned
Unit Development overlay to the property, the City Council finds such zoning to
be consistent with the Kalispell Growth Policy — Plan It 2035 and adopts, based
upon the criterion set forth in Section 76-3-608, M.C.A., and State, Etc. v. Board
of County Commissioners, Etc. 590 P2d 602, the findings of fact of KPD as set
forth in Staff Report No. #KPUD-22-05.
NOW THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
KALISPELL, AS FOLLOWS:
SECTION 1. Section 27.02.010, of the Official Zoning Map of the Kalispell Zoning
Ordinance, (Ordinance No. 1677) is hereby amended by attaching the
property described above with a Planned Unit Development overlay.
SECTION 2. The Planned Unit Development overlay proposed by Timberwolf Ridge,
LLC upon the real property described above is hereby approved subject to
the following conditions:
1. The development of the site shall be in substantial compliance with the application
submitted, the site plan, materials and other specifications as well as any additional
conditions associated with the future preliminary plat as approved by the city council.
2. The Planned Unit Development for Timberwolf Ridge allows the following deviations
from the Zoning Regulations:
(1) Section 27.09.040 - Height: The maximum height by right in the RA-1 is 45
feet. The deviation would allow 60 feet.
(2) Section 27.20.140 — Structures to Have Access: The zoning regulation do not
allow a building permit to be issued for a property that does not have access to
a public street or an approved private street. This deviation would allow two
lots to be created with access through common parking facilities.
3. The Planned Unit Development for Timberwolf Ridge allows the following deviation from
the Subdivision Regulations:
(1) Sections 28.3.12 and 28.3.13(C) — Blocks and Subdivision Access: The
subdivision regulations require block lengths of at least 250 feet and not more
than 600 feet. They also provide for right-of-way extensions to provide
interconnectivity to adjacent properties. Subject to providing pedestrian
accesses to adjoining parcels, this deviation would allow the block/access
provided in the submitted plans.
4. Upon approval of the preliminary PUD by the City Council, the property owner shall
proceed with the preparation of the final PUD plan as provided in Section 27.19.020(7) of
the Kalispell Zoning Ordinance.
5. The abandonment or expiration of the PUD is governed by Section 27.19.020(10) of the
Kalispell Zoning Ordinance.
6. The developer shall submit to the Kalispell Public Works Department for review and
approval a storm water report and an engineered drainage plan that meets the requirements
of the current city standards for design and construction. Prior to final plat, a certification
shall be submitted to the public works department stating that the drainage plan for the
subdivision has been installed as designed and approved.
7. Any storm water ponds shall be designed in a way that they become a visual interest to the
development. Chain link fencing surrounding ponds as the dominant fixture shall not be
allowed without mitigation. The developer shall work closely with the Parks Department
and Public Works to develop a design that is both visually appealing and meets the required
safety guidelines. It is intended that when the project is developed the ponds will act as
features, particularly along the roadways, rather than a private maintenance utility facility.
8. The developer shall submit to the Kalispell Public Works Department prior to construction
an erosion/sediment control plan for review and approval and a copy of all documents
submitted to Montana Department of Environmental Quality for the General Permit for
Storm Water Discharge Associated with Construction Activities.
9. The developer shall submit water and sanitary sewer plans, applicable specifications, and
design reports to the Kalispell Public Works Department and the Montana Department of
Environmental Quality for concurrent review, with approval of both required prior to
construction.
10. New infrastructure required to serve the property shall be designed and constructed in
accordance with the City of Kalispell's Standards for Design and Construction. All design
work shall be reviewed and approved in writing by the Kalispell Public Works Department
prior to construction.
11. Water and sewer main extensions shall be designed and constructed in accordance with the
City of Kalispell's Standards for Design and Construction and in compliance with the city's
facilities update and extensions of services plans. The water and sewer main extension
plans shall be reviewed and approved by the Kalispell Public Works Department. Prior to
final plat, a certification shall be submitted to the Public Works Department stating that the
water and sewer mains have been built and tested as designed and approved.
12. Any water rights associated with the property shall be transferred to the City of Kalispell.
The water rights shall be allocated proportionally for each phase of the development prior
to final plat.
13. If any fencing is to be constructed as part of the development, it shall comply with height
and location zoning standards and should be a consistent design throughout the
development. Any fencing will be required to be reviewed and approved by the city
Architectural Review Committee, which shall ensure a consistency of colors and materials
to be used to present an aesthetically pleasing design.
14. The developer shall submit the street designs to the Kalispell Public Works Department for
review and approval prior to construction. Street designs shall meet the city standards for
design and construction.
15. Stillwater Road is designated as a minor arterial and Timberwolf Parkway as a minor
collector in the Transportation Plan. Both roads shall be upgraded to that standard along
the property's frontage including, but not necessarily limited to curb/gutter, landscape
boulevard, sidewalk, and streetlights. The right-of-way currently owned by the developer
shall be dedicated to the city. A dedication of additional road right-of-way may be required
to accommodate the road classification and improvements.
16. Prior to final plat, all mitigation recommended as part of the approved traffic impact study
shall be completed. All improvements shall be reviewed and approved by the Public Works
Department. Per the city Standards for Design and Construction, the development shall
maintain or improve the existing level of service for the affected roadways rather than
simply maintaining an acceptable level of service. Improvements necessary to maintain
the existing level of service will be required.
17. Required mitigation related to the Traffic Impact Study would include (a) making the Four
Mile Drive/Stillwater Road intersection a four-way stop; and (b) adding a westbound right
turn lane in Timberwolf Parkway is also required at the intersection with Stillwater Road.
18. Cross easements for parking and access shall be included on the plat to serve all of the lots.
19. Prior to commencing any development of the property, a full geotechnical report shall be
submitted. Any recommendations shall be implemented.
20. The preliminary plat approval shall be valid for a period of three years from the date of
approval.
21. Prior to final plat, a letter from the Kalispell Public Works Department shall be submitted
stating that all new infrastructure has been accepted by the City of Kalispell, any private
infrastructure has been constructed per city standards, and a proper bond has been accepted
for unfinished work.
22. All existing and proposed easements shall be indicated on the face of the final plat. Utility
easements for city water and sewer shall be provided to allow for the logical extension of
utilities from this subdivision to adjoining properties. A letter from the Kalispell Public
Works Department shall be obtained stating that the required easements are being shown
on the final plat.
23. The following statement shall appear on the final plat: "The undersigned hereby grants unto
each and every person, firm or corporation, whether public or private, providing or offering
to provide telephone, telegraph, electric power, gas, cable television, water or sewer service
to the public, the right to the joint use of an easement for the construction, maintenance,
repair, and removal of their lines and other facilities, in, over, under, and across each area
designated on this plat as "Utility Easement" to have and to hold forever."
Developer's Signature
24. Prior to filing the final plat, a letter from the US Postal Service shall be included stating
the Service has reviewed and approved of the design and location of the mail delivery site.
The mail delivery site shall be installed or bonded for prior to final plat. In addition, the
mail delivery site and improvements shall also be included in the preliminary and final
engineering plans to be reviewed by the Public Works Department. The mail delivery site
shall not impact a sidewalk or proposed boulevard area.
25. A property owners' association shall be formed and established to provide for the
maintenance of the common areas, including, but not necessarily limited to, parks and open
space.
26. A letter from the Kalispell Fire Department approving the access, placement of the fire
hydrants and fire flows within the subdivision shall be submitted prior to final plat.
27. A letter shall be obtained from the Parks and Recreation Director approving a landscape
plan for the placement of trees and landscaping materials within the landscape boulevards
of the streets serving the subdivision, common area, and adjoining rights -of -way. The
approved landscape plan shall be implemented or a cash -in -lieu payment for installation of
the street trees and groundcover be provided to the Kalispell Parks and Recreation
Department.
28. A park plan shall be created and approved by the Parks and Recreation Director prior to
issuance of any building permit. As a multi -family development, 500 square feet of land
per unit or the equivalent in improvements shall be provided as recreational amenities.
29. A note shall be placed on the final plat indicating a waiver of the right to protest creation
of a park maintenance district. This district shall only be activated in the event that the
property owners' association defaults on their park and open space amenity conditions. The
assessments levied within the maintenance district shall be determined by the Parks and
Recreation Department with approvals by the Kalispell City Council.
30. A note shall be placed on the final plat indicating a waiver of the right to protest creation
of a stormwater maintenance district. This district shall only be activated in the event that
the property owner(s) default on the maintenance of the approved stormwater facilities.
The assessments levied within the maintenance district shall be determined by the Public
Works Department with approvals by the Kalispell City Council.
31. Pursuant to Sec 28.3.25 of the subdivision regulations, the final plat shall include a note
stating that "The owners hereby waive the right to protest the creation of an SID for the
purpose of financing improvements to area roads which specifically benefit this
subdivision." This note shall be expanded to also specifically list the roundabout as one of
the projects that the waiver would apply to.
32. A minimum of two-thirds of the necessary infrastructure for the subdivision shall be
completed prior to final plat submittal.
33. All utilities shall be installed underground and in locations that are approved by the
Kalispell Public Works Department in accordance with the Kalispell Standards for Design
and Construction.
34. All areas disturbed during development shall be re -vegetated with a weed -free mix
immediately after development.
SECTION 3. The balance of Section 27.02.010, Official Zoning Map, City of Kalispell
Zoning Ordinance not amended hereby shall remain in full force and
effect.
SECTION 4. This Ordinance shall take effect from and after 30 days of its passage by
the City Council.
PASSED AND APPROVED BY THE CITY COUNCIL AND SIGNED BY THE MAYOR OF
THE CITY OF KALISPELL, MONTANA, THIS 20TH DAY OF MARCH, 2023.
Mark Johnson
Mayor
ATTEST:
Aimee Brunckhorst, CMC
City Clerk
RESOLUTION NO. 6119
A RESOLUTION CONDITIONALLY APPROVING THE PRELIMINARY PLAT OF
TIMBERWOLF RIDGE, DESCRIBED AS PARCEL A OF CERTIFICATE OF SURVEY
NUMBER 16743, SITUATED, LYING AND BEING IN THE SOUTHWEST QUARTER OF
THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER AND THE
NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST
QUARTER OF SECTION 36, TOWNSHIP 29 NORTH, RANGE 22 WEST, P.M.M.,
FLATHEAD COUNTY, MONTANA.
WHEREAS, Timberwolf Ridge, LLC, representing the owners of the certain real property
described above, has petitioned for approval of the Subdivision Plat of said property;
and
WHEREAS, the Kalispell City Planning Board and Zoning Commission held a public hearing on
February 14, 2023 on the proposal and reviewed Subdivision Report #KPP-22-08
issued by the Kalispell Planning Department; and
WHEREAS, the Kalispell City Planning Board and Zoning Commission has recommended
approval of the Preliminary Plat of Timberwolf Ridge, subject to certain conditions
and recommendations; and
WHEREAS, the city council of the City of Kalispell at its regular council meeting of March 6,
2023, reviewed the Kalispell Planning Department Report #KPP-22-08, reviewed the
recommendations of the Kalispell City Planning Board and Zoning Commission, and
found from the Preliminary Plat, and evidence, that the subdivision is in the public
interest.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
KALISPELL, MONTANA AS FOLLOWS:
SECTION 1. That the Findings of Fact contained in Kalispell Planning Department Report
#KPP-22-08 are hereby adopted as the Findings of Fact of the city council.
SECTION 2. That the application of Timberwolf Ridge, LLC for approval of the
Preliminary Plat of Timberwolf Ridge, Kalispell, Flathead County, Montana
is hereby approved subject to the following conditions:
The development of the site shall be in substantial compliance with the application
submitted, the site plan, materials and other specifications as well as any additional
conditions associated with the future preliminary plat as approved by the city council.
2. The Planned Unit Development for Timberwolf Ridge allows the following deviations from
the Zoning Regulations:
(1) Section 27.09.040 - Height: The maximum height by right in the RA-1 is 45 feet. The
deviation would allow 60 feet.
(2) Section 27.20.140 — Structures to Have Access: The zoning regulation do not allow
a building permit to be issued for a property that does not have access to a public
street or an approved private street. This deviation would allow two lots to be
created with access through common parking facilities.
The Planned Unit Development for Timberwolf Ridge allows the following deviation from
the Subdivision Regulations:
(1) Sections 28.3.12 and 28.3.13(C) — Blocks and Subdivision Access: The subdivision
regulations require block lengths of at least 250 feet and not more than 600 feet.
They also provide for right-of-way extensions to provide interconnectivity to
adjacent properties. Subject to providing pedestrian accesses to adjoining parcels,
this deviation would allow the block/access provided in the submitted plans.
4. Upon approval of the preliminary PUD by the City Council, the property owner shall
proceed with the preparation of the final PUD plan as provided in Section 27.19.020(7) of
the Kalispell Zoning Ordinance.
5. The abandonment or expiration of the PUD is governed by Section 27.19.020(10) of the
Kalispell Zoning Ordinance.
6. The developer shall submit to the Kalispell Public Works Department for review and
approval a storm water report and an engineered drainage plan that meets the requirements of
the current city standards for design and construction. Prior to final plat, a certification shall
be submitted to the public works department stating that the drainage plan for the subdivision
has been installed as designed and approved.
7. Any storm water ponds shall be designed in a way that they become a visual interest to the
development. Chain link fencing surrounding ponds as the dominant fixture shall not be
allowed without mitigation. The developer shall work closely with the Parks Department and
Public Works to develop a design that is both visually appealing and meets the required
safety guidelines. It is intended that when the project is developed the ponds will act as
features, particularly along the roadways, rather than a private maintenance utility facility.
8. The developer shall submit to the Kalispell Public Works Department prior to construction
an erosion/sediment control plan for review and approval and a copy of all documents
submitted to Montana Department of Environmental Quality for the General Permit for
Storm Water Discharge Associated with Construction Activities.
9. The developer shall submit water and sanitary sewer plans, applicable specifications, and
design reports to the Kalispell Public Works Department and the Montana Department of
Environmental Quality for concurrent review, with approval of both required prior to
construction.
10. New infrastructure required to serve the property shall be designed and constructed in
accordance with the City of Kalispell's Standards for Design and Construction. All design
work shall be reviewed and approved in writing by the Kalispell Public Works Department
prior to construction.
11. Water and sewer main extensions shall be designed and constructed in accordance with the
City of Kalispell's Standards for Design and Construction and in compliance with the city's
facilities update and extensions of services plans. The water and sewer main extension plans
shall be reviewed and approved by the Kalispell Public Works Department. Prior to final
plat, a certification shall be submitted to the Public Works Department stating that the water
and sewer mains have been built and tested as designed and approved.
12. Any water rights associated with the property shall be transferred to the City of Kalispell.
The water rights shall be allocated proportionally for each phase of the development prior to
final plat.
13. If any fencing is to be constructed as part of the development, it shall comply with height and
location zoning standards and should be a consistent design throughout the development.
Any fencing will be required to be reviewed and approved by the city Architectural Review
Committee, which shall ensure a consistency of colors and materials to be used to present an
aesthetically pleasing design.
14. The developer shall submit the street designs to the Kalispell Public Works Department for
review and approval prior to construction. Street designs shall meet the city standards for
design and construction.
15. Stillwater Road is designated as a minor arterial and Timberwolf Parkway as a minor
collector in the Transportation Plan. Both roads shall be upgraded to that standard along the
property's frontage including, but not necessarily limited to curb/gutter, landscape
boulevard, sidewalk, and streetlights. The right-of-way currently owned by the developer
shall be dedicated to the city. A dedication of additional road right-of-way may be required
to accommodate the road classification and improvements.
16. Prior to final plat, all mitigation recommended as part of the approved traffic impact study
shall be completed. All improvements shall be reviewed and approved by the Public Works
Department. Per the city Standards for Design and Construction, the development shall
maintain or improve the existing level of service for the affected roadways rather than simply
maintaining an acceptable level of service. Improvements necessary to maintain the existing
level of service will be required.
17. Required mitigation related to the Traffic Impact Study would include (a) making the Four
Mile Drive/Stillwater Road intersection a four-way stop; and (b) adding a westbound right
turn lane in Timberwolf Parkway is also required at the intersection with Stillwater Road.
18. Cross easements for parking and access shall be included on the plat to serve all of the lots.
19. Prior to commencing any development of the property, a full geotechnical report shall be
submitted. Any recommendations shall be implemented.
20. The preliminary plat approval shall be valid for a period of three years from the date of
approval.
21. Prior to final plat, a letter from the Kalispell Public Works Department shall be submitted
stating that all new infrastructure has been accepted by the City of Kalispell, any private
infrastructure has been constructed per city standards, and a proper bond has been accepted
for unfinished work.
22. All existing and proposed easements shall be indicated on the face of the final plat. Utility
easements for city water and sewer shall be provided to allow for the logical extension of
utilities from this subdivision to adjoining properties. A letter from the Kalispell Public
Works Department shall be obtained stating that the required easements are being shown on
the final plat.
23. The following statement shall appear on the final plat: "The undersigned hereby grants unto
each and every person, firm or corporation, whether public or private, providing or offering
to provide telephone, telegraph, electric power, gas, cable television, water or sewer service
to the public, the right to the joint use of an easement for the construction, maintenance,
repair, and removal of their lines and other facilities, in, over, under, and across each area
designated on this plat as "Utility Easement" to have and to hold forever."
Developer's Signature
24. Prior to filing the final plat, a letter from the US Postal Service shall be included stating the
Service has reviewed and approved of the design and location of the mail delivery site. The
mail delivery site shall be installed or bonded for prior to final plat. In addition, the mail
delivery site and improvements shall also be included in the preliminary and final
engineering plans to be reviewed by the Public Works Department. The mail delivery site
shall not impact a sidewalk or proposed boulevard area.
25. A property owners' association shall be formed and established to provide for the
maintenance of the common areas, including, but not necessarily limited to, parks and open
space.
26. A letter from the Kalispell Fire Department approving the access, placement of the fire
hydrants and fire flows within the subdivision shall be submitted prior to final plat.
27. A letter shall be obtained from the Parks and Recreation Director approving a landscape plan
for the placement of trees and landscaping materials within the landscape boulevards of the
streets serving the subdivision, common area, and adjoining rights -of -way. The approved
landscape plan shall be implemented or a cash -in -lieu payment for installation of the street
trees and groundcover be provided to the Kalispell Parks and Recreation Department.
28. A park plan shall be created and approved by the Parks and Recreation Director prior to
issuance of any building permit. As a multi -family development, 500 square feet of land per
unit or the equivalent in improvements shall be provided as recreational amenities.
29. A note shall be placed on the final plat indicating a waiver of the right to protest creation of a
park maintenance district. This district shall only be activated in the event that the property
owners' association defaults on their park and open space amenity conditions. The
assessments levied within the maintenance district shall be determined by the Parks and
Recreation Department with approvals by the Kalispell City Council.
30. A note shall be placed on the final plat indicating a waiver of the right to protest creation of a
stormwater maintenance district. This district shall only be activated in the event that the
property owner(s) default on the maintenance of the approved stormwater facilities. The
assessments levied within the maintenance district shall be determined by the Public Works
Department with approvals by the Kalispell City Council.
31. Pursuant to Sec 28.3.25 of the subdivision regulations, the final plat shall include a note
stating that "The owners hereby waive the right to protest the creation of an SID for the
purpose of financing improvements to area roads which specifically benefit this
subdivision." This note shall be expanded to also specifically list the roundabout as one of
the projects that the waiver would apply to.
32. A minimum of two-thirds of the necessary infrastructure for the subdivision shall be
completed prior to final plat submittal.
33. All utilities shall be installed underground and in locations that are approved by the Kalispell
Public Works Department in accordance with the Kalispell Standards for Design and
Construction.
34. All areas disturbed during development shall be re -vegetated with a weed -free mix
immediately after development.
SECTION 3. Upon proper review and filing of the Final Plat of said subdivision in the
office of the Flathead County Clerk and Recorder, said premises shall be a
subdivision of the City of Kalispell.
PASSED AND APPROVED BY THE CITY COUNCIL AND SIGNED BY THE MAYOR OF
THE CITY OF KALISPELL THIS 6TH DAY OF MARCH, 2023.
ATTEST:
Aimee Brunckhorst, CMC
City Clerk
Mark Johnson
Mayor
KALISPELL CITY PLANNING BOARD & ZONING COMMISSION
MINUTES OF REGULAR MEETING
February 14, 2023
CALL TO ORDER AND ROLL
The regular meeting of the Kalispell City Planning Board and Zoning
CALL
Commission was called to order at 6:00 p.m. Board members present were
Chad Graham (chair), Pip Burke, Kevin Aurich, Doug Kauffinan, Rory
Young, Kurt Vomfell, and Joshua Borgardt. PJ Sorensen and Jarod
Nygren represented the Kalispell Planning Department. Keith Haskins
representing the Kalispell Public Works Department.
APPROVAL OF MINUTES
Vomfell moved and Borgardt seconded a motion to approve the minutes
of the January 10, 2023, meeting of the Kalispell City Planning Board and
Zoning Commission.
VOTE BY ACCLAMATION
The motion passed unanimously on a vote of acclamation.
HEAR THE PUBLIC
None.
KA-22-09, KPUD-22-05, KPP-22-08
A request from Timberwolf Ridge, LLC, for annexation, initial zoning of
TIMBERWOLF RIDGE
RA-1 (Residential Apartment) with a Residential Planned Unit
Development ("PUD") overlay, and major preliminary plat on
approximately 20.1 acres of land. The development, called Timberwolf
Ridge, would contain up to 400 multi -family dwelling units in six (6)
buildings on six (6) lots along with parking, recreational amenities, and
open space. The property is located at 605 Stillwater Road at the
intersection of Stillwater Road and Timberwolf Parkway and can be
described as Parcel A of Certificate of Survey Number 16743, situated,
lying and being in the Southwest Quarter of the Southwest Quarter of the
Northwest Quarter and the Northwest Quarter of the Northwest Quarter
of the Southwest Quarter of Section 36, Township 29 North, Range 22
West, P.M.M., Flathead County, Montana.
STAFF REPORT
PJ Sorensen representing the Kalispell Planning Department reviewed
Staff Report 4KA-22-09, KPUD-22-05, & KPP-22-08.
Staff recommends that the Kalispell City Planning Board and Zoning
Commission adopt Staff Report 4KA-22-09, KPUD-22-05, & KPP-22-08
as findings of fact and recommend to the Kalispell City Council that the
property be annexed and the zoning for the property be RA-1 (Residential
Apartment), with a PUD overlay, the preliminary plat be approved, and
that the preliminary plat be approved.
BOARD DISCUSSION
Graham requested to see the presentation from the applicant that shows
how they arrived with their design. David Koel from Cushing Terrell gave
the presentation.
PUBLIC COMMENT
None.
MOTION — KA-22-09
Vomfell moved and Kauffman seconded that the Kalispell Planning
Board adopt staff report 4KA-22-09 as findings of fact and recommend to
the Kalispell City Council that the property be annexed and the zoning for
the property be RA-1 (Residential Apartment), with a PUD overlay.
BOARD DISCUSSION
None.
Kalispell City Planning Board
Minutes of the meeting of February 14, 2023
Page I 1
ROLL CALL
Motion passed unanimously on a roll call vote.
MOTION — KPUD-22-05
Kauffman moved and Vomfell seconded that the Kalispell City Planning
Board and Zoning Commission adopt Staff Report 4KPUD-22-05 as
findings of fact and recommend to the Kalispell City Council that the
Timberwolf Ridge PUD be approved subject to the conditions listed in the
staff report.
BOARD DISCUSSION
Young felt that the condition for the stormwater ponds being a visual
interest is very subjective. Sorensen advised that detailed plans are
typically not provided at this stage and that this verbiage has been used
for PUDs in previous years. Nygren stated that it is difficult to design them
without a full engineered design due to many variables. They do have
some good templates that guide developers but there are plans to do some
updates.
ROLL CALL
Motion passed unanimously on a roll call vote.
MOTION — KPP-22-08
Vomfell moved and Young seconded that the Kalispell City Planning
Board and Zoning Commission adopt staff report 4KPP-22-08 as findings
of fact and recommend to the Kalispell City Council that the preliminary
plat for Timberwolf Ridge be approved subject to the conditions listed in
the staff report.
BOARD DISCUSSION
None.
ROLL CALL
Motion passed unanimously on a roll call vote.
KPP-23-01— SPRING CREEK
A request from GKM Associates, LLC, for preliminary plat approval for
PARK PHASES 2 & 3
Spring Creek Park Phases 2 and 3, a major subdivision on approximately
49.6 acres located to the southeast of the intersection of Three Mile Drive
and West Springcreek Road. The subdivision would contain 22 lots (18
attached single-family lots, three multi -family lots, and one commercial
lot) as well as streets, parks and open space. It is anticipated that the multi-
family lots would contain up to 464 dwelling units. The development
proposal is consistent with a Planned Unit Development overlay approved
by the Kalispell City Council on March 21, 2022 (Ordinance 1873). The
property can be described as Tract 1 of Certificate of Survey No. 20588,
a tract of land, situated, lying and being in the Northwest Quarter of
Section 11, Township 28 North, Range 22 West, P.M.M., Flathead
County, Montana, excepting therefrom the subdivision plat of Spring
Creek Park Phase IA, on file and of record in Flathead County, Montana,
located in the northwest one quarter of Section 11, Township 28 North,
Range 22 West, Principal Meridian, Montana, City of Kalispell, County
of Flathead, Montana.
STAFF REPORT
PJ Sorensen representing the Kalispell Planning Department reviewed
Staff Report 4KPP-23-01.
Staff recommends that the Kalispell City Planning Board and Zoning
Commission adopt staff report 4KPP-23-01 as findings of fact and
recommend to the Kalispell City Council that the preliminary plat for
Spring Creek Park Phases 2 and 3 be approved subject to the conditions
in the staff report.
Kalispell City Planning Board
Minutes of the meeting of February 14, 2023
Page12
BOARD DISCUSSION
Young asked staff if Phase 3 could be platted before Phase 1. Sorensen
and Nygren advised that it could be but the improvements would be done
based on the associated PUD. Graham asked staff if there is something to
trigger improvements. Sorensen advised that MDT bases warranted
improvements on actual traffic volumes and the uniform traffic manual.
MDT requires studies done before and would likely require the developer
to put some funds into escrow or bond for it to cover the cost of the
required improvements. Once warrants are in, they would install them.
Graham confirmed with staff that part of the Phase 2 & 3 improvements
would be going in as part of the PUD. Graham also stated that this project
was previously approved and is not a new project. Sorensen added that all
5 traffic mitigation conditions were part of the 2022 PUD approval; there
is no additional density and there is the same number of lots.
PUBLIC COMMENT
Mike Brodie, representing the developer, advised the Board that they
conducted a warrant study for Phase 1 and a traffic signal is not currently
warranted, but after they conducted a sensitivity analysis, a signal would
be warranted after Phase 2. They are working with MDT on roundabout.
MOTION — KPP-23-01
Vomfell motioned and Burke seconded that the Kalispell City Planning
Board and Zoning Commission adopt staff report 4KPP-23-01 as findings
of fact and recommend to the Kalispell City Council that the preliminary
plat for Spring Creek Park Phases 2 and 3 be approved subject to the
conditions listed in the staff report.
BOARD DISCUSSION
None.
ROLL CALL
Motion passed unanimously on a roll call vote.
KA-23-01— FOUR MILE WELL
A request from the City of Kalispell for annexation and initial zoning of
SITE
R-2 (Residential) of a property located at 850 Four Mile Drive. The
property is intended to be used as a well site which would be part of the
city water system infrastructure. The property can be described as a tract
of land located in the Northwest Quarter of the Northeast Quarter of
Section 2, Township 28 North, Range 22 West, P.M.M., Flathead County,
Montana, and further described as Tract 1 of Certificate of Survey No.
12112, containing 1.52 acres, more or less, as filed in the office of the
Clerk and Recorder of Flathead County, Montana, on February 24t'', 1995,
as Document No. 9505515180.
STAFF REPORT
PJ Sorensen representing the Kalispell Planning Department reviewed
Staff Report 4KA-23-01.
Staff recommends that the Kalispell City Planning Board and Zoning
Commission adopt Staff Report 4KA-23-01 as findings of fact and
recommend to the Kalispell City Council that the property be annexed and
the zoning for the property be city R-2 (Residential).
BOARD DISCUSSION
Young asked if there is additional R-2 zoning outside of the subject
property. Sorensen advised that the suburban residential designation
generally supports R-1, R-2, R-3, and R-4. The property immediately
adjacent to the east is currently city zoned for R-2. Vomfell asked how the
city determines if there is adequate water supply. Sorensen advised that
the facilities, transportation, water, and stormwater plans are all
incorporated in the growth policy. Haskins advised that prior to approving
Kalispell City Planning Board
Minutes of the meeting of February 14, 2023
Page 13
a new development, Public Works reviews firm capacity and storage tank
capacity and the demand that a new development would require and that
they are adding new development into the models for facility plans.
Young confirmed with staff that the city must follow DEQ and the State
of Montana requirements. Nygren advised that they allocate density to
certain areas within the urban growth boundaries and that they are
planning out to 75 to 100 years of growth. Developers pay the impact fees
that are used for the construction of the well sites and water storage.
PUBLIC COMMENT
None.
MOTION — KA-23-01
Kauffman motioned and Vomfell seconded that the Kalispell City
Planning Board and Zoning Commission adopt Staff Report 4KA-23-01 as
findings of fact and recommend to the Kalispell City Council that the
property be annexed and the zoning for the property be city R-2
(Residential).
BOARD DISCUSSION
None.
ROLL CALL
Motion passed unanimously on a roll call vote.
OLD BUSINESS
Nygren advised that the city was awarded a planning grant to make Main
Street more pedestrian friendly. The planning process will take 2-3 years
and will require working with the County, MDT, and USDOT, .
NEW BUSINESS
Sorensen updated the board on the upcoming March 14, 2023 Planning
Board Meeting.
ADJOURNMENT
The meeting adjourned at approximately 6:58 pm.
Chad Graham
President
APPROVED as submitted/amended:
Kirstin Robinson
Recording Secretary
Kalispell City Planning Board
Minutes of the meeting of February 14, 2023
Page 14
TIMBERWOLF RIDGE
ANNEXATION/INTIAL ZONING - STAFF REPORT #KA-22-09
PLANNED UNIT DEVELOPMENT - STAFF REPORT #KPUD-22-05
MAJOR PRELIMINAY PLAT — STAFF REPORT #KPP-22-08
KALISPELL PLANNING DEPARTMENT
FEBRUARY 8, 2023
A report to the Kalispell City Planning Board and the Kalispell City Council regarding a request
from Timberwolf Ridge, LLC, for annexation, initial zoning, a Planned Unit Development
(PUD) overlay, and major preliminary plat approval on approximately 20.1 acres. A public
hearing has been scheduled before the Planning Board for February 14, 2023, beginning at 6:00
PM in the Kalispell City Council Chambers. The Planning Board will forward a recommendation
to the Kalispell City Council for final action.
BACKGROUND INFORMATION
This report regards a request from Timberwolf Ridge, LLC, for annexation, initial zoning of RA-
T (Residential Apartment) with a Residential Planned Unit Development ("PUD") overlay, and
major preliminary plat on approximately 20.1 acres of land. The development, called
Timberwolf Ridge, would contain up to 400 multi -family dwelling units in six (6) buildings on
six (6) lots along with parking, recreational amenities, and open space.
A: Applicant: Timberwolf Ridge, LLC
c/o WGM Group
431 First Avenue West
Kalispell, MT 59901
B: Location: The property is located at 605 Stillwater Road at the intersection of Stillwater
Road and Timberwolf Parkway and can be described as Parcel A of Certificate of Survey
Number 16743, situated, lying and being in the Southwest Quarter of the Southwest Quarter
of the Northwest Quarter and the Northwest Quarter of the Northwest Quarter of the
Southwest Quarter of Section 36, Township 29 North, Range 22 West, P.M.M., Flathead
County, Montana.
C: Existing Land Use and Zoning: The subject property is generally undeveloped with a
small unused agricultural building in the center of the property. The current zoning for
property is county AG-80 (Agricultural), which is "a district to protect and preserve
agricultural land for the performance of a wide range of agricultural functions. It is
intended to control the scattered intrusion of uses not compatible with an agricultural
environment, including, but not limited to, residential development." The property is in
Section 36. The majority of that section became the Spring Prairie PUD, which includes
a mix of commercial, single-family, and high -density housing. This property was not
included at the time because it was in private ownership. It does, however, function in
many ways as a part of that PUD.
Kalispell Zoning
KALISPELL
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D. Size:
The subject property is
approximately 20.1 acres.
E: Adjacent Zoning:
North:
R-5/PUD
East:
R-4/PUD; R-5/PUD
South:
R-4/PUD; R-3/PUD; RA-
1/PUD
West:
RA-1/PUD; R-3/PUD
F: Adjacent Land Uses:
North: Government office; High
School
East: Undeveloped land; Highway
bypass; Single-family
residential; Multi -family
residential
South: Undeveloped single-family
residential; Multi -family
residential
West: Undeveloped single-family
and Multi -family
residential
G. Proposed Zoning: The proposed zoning of the property to be annexed is RA-1
(Residential Apartment) with a PUD overlay. The RA-1 zone is "a residential district
intended to provide for urban areas for multi -family use and compatible non-residential
uses of medium land use intensity. It should be served with all public utilities and be in
2
close proximity to municipal services, parks, or shopping districts. This zoning district
would typically be found in areas designated as urban residential or high density residential
on the Kalispell Growth Policy Future Land Use Map." The PUD, outlined further below,
will serve as an overlay zoning district. The district shall function in concert with one or
more of the underlying zones to provide a comprehensive, integrated development plan
which will serve to modify the underlying RA-1 zone.
H: General Land Use Character: The subject property is located on the east side of
Stillwater Road between Old Reserve Drive and Four Mile Drive. It is historically an
agricultural area, but has seen significant development over the last 20 years. The
Highway 93 Bypass lies just to the east of the property and it is surrounded by
development including Glacier High School, DNRC, and multiple multi -family projects
to the east and south. Immediately to the west is Starling, which is a high -density
residential subdivision with a mix of single-family, townhouse, and multi -family
dwellings. A substantial amount of additional residential and office development is
expected to continue in the area surrounding the property.
KALISPELL
Kalispell Growth Policy - Timberwolf Ridge
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L• Relation to the Growth Policy:
The Kalispell Growth Policy Future Land
Use Map designates the subject property
as Urban Mixed Use and High -Density
Residential. The proposed RA-1 zone is
supported by those designations. The
City of Kalispell Growth Policy Plan -It
2035, Chapter 4A on Housing,
encourages a variety of residential
development that provides housing for all
sectors and income levels within the
community. City services including
sewer, water and streets are in the vicinity
and available to the subject property.
J: Availability of Public Services and Extension of Services: Water and sewer services are
available within the Stillwater Road right-of-way. Access to the property will be from
Stillwater Road and Timberwolf Parkway
3
Sewer:
City of Kalispell upon annexation
Water:
City of Kalispell upon annexation
Refuse:
City of Kalispell upon annexation
Electricity:
Flathead Electric Cooperative
Gas:
NorthWestern Energy
Telephone:
CenturyTel
Schools:
School District 91 (West Valley)/Glacier High School
Fire:
West Valley Rural Fire/City of Kalispell upon annexation
Police:
Flathead County Sheriff/City of Kalispell upon annexation
I. ANNEXATION EVALUATION
Compliance with the growth polices
Two primary means for managing growth in the City of Kalispell are
redevelopment/infill within the current city limits or annexation of outlying areas. A goal
of the growth policy is to provide a comprehensive, effective growth management plan
that provides for all the needs of the community, is adaptable to changing trends and is
attuned to the overall public welfare. Chapter 9, Public Infrastructure and Services,
includes a goal to "make public water and sewer available to areas that are in close
proximity to services," and annexation allows for such extensions to happen.
In addition, the city council adopted an annexation policy in 2011, with a corresponding
map, as an addendum to the city's growth policy document. The purpose of the
annexation policy is to give the Planning Board, the Council, and the development
community direction when property owners outside of the city limits are requesting
annexation. The property proposed for annexation falls inside the city's direct annexation
boundary.
2. Municipal Services:
The City of Kalispell has an extension of services plan that details how services would be
extended to the annexed property. Both sanitary sewer and water services are available
to the property and each main would be extended by the developer through the property.
The site is currently protected by the West Valley Rural Fire District and the Flathead
County Sheriff s office. The applicant has submitted a Notice of Withdrawal from Rural
Fire District. At the time of annexation, the property will be served by the Kalispell
Police and Fire Departments. The site lies approximately 0.6 miles from fire station 62
and is readily serviceable by the city fire, police, and ambulance services. Given the
level of existing services available to the property, annexation will not overburden the
municipal services in place.
3. Distance from current citv limits:
The subject property is immediately adjacent to the existing city limits line, and is
surrounded on all sides by the city limits. It is currently an island of county jurisdiction
surrounded by the city. In those situations, annexation is preferrable for continuity of
both development and provision of services, including emergency response.
4. Cost of services:
The property is located within the annexation boundary, which was established based in
part on the ability to efficiently serve the property. That is particularly true for land that
is effectively wholly surrounded. Once annexed to the city, full city services will be made
available to the property owner. Any necessary infrastructure associated with this
development will be required to be constructed in accordance with the City of Kalispell's
Design and Construction Standards and any other development policies, regulations or
ordinances that may apply. As undeveloped land, any cost of servicing the property
would be minimal, but there would be assessments and tax revenue that would be
collected. Once developed, it is anticipated that the revenue generated would exceed the
cost of servicing the property.
5
II. Initial Zoning and Zone Change Evaluation Based on Statutory Criteria
The statutory basis for reviewing a change in zoning is set forth by 76-2-303, M.C.A. Findings of
fact for the zone change request are discussed relative to the itemized criteria described by 76-2-
304, M.C.A. and Section 27.29.020, Kalispell Zoning Ordinance.
The property proposed to be annexed is currently zoned county AG-80 (Agriculture). The
proposed zoning of the entire property is city RA-1 (Residential Apartment) with a PUD overlay.
The RA-1 zone is ""a residential district intended to provide for urban areas for multi -family use
and compatible non-residential uses of medium land use intensity. It should be served with all
public utilities and be in close proximity to municipal services, parks, or shopping districts. This
zoning district would typically be found in areas designated as urban residential or high density
residential on the Kalispell Growth Policy Future Land Use Map."
1. Does the requested zone comply with the growth polio
The Kalispell Growth Policy Future Land Use Map designates the subject property as
Urban Mixed Use and High -Density Residential. The proposed RA-1 zone is supported by
those designations. The City of Kalispell Growth Policy Plan -It 2035, Chapter 4A on
Housing, encourages a variety of residential development that provides housing for all
sectors and income levels within the community. City services including sewer, water and
streets are in the vicinity and available to the subject property.
2. Will the requested zone have an effect on motorized and non -motorized transportation
systems?
The requested zone itself would not have an effect on the transportation systems,
although the proposed development under the zoning would have an impact. The
property's primary access is off of Stillwater Road, which is classified as a minor arterial
in the Kalispell Area Transportation Plan — Move 2040. It is also in close proximity to an
interchange providing access to the Highway 93 Bypass. Impacts to the transportation
system would be addressed as part of the development based on a Traffic Impact Study
("TIS"). Levels of service would need to be maintained or improved and
recommendations of the TIS would be implemented.
3. Will the requested zone secure safety from fire, panic, and other dangers?
Adequate access and public facilities are available to the site in the case of an emergency.
There are no features related to the property which would compromise the safety of the
public. All municipal services including police, fire protection, water and sewer service are
currently available to the area.
4. Will the requested zone promote the public health, safety and general welfare?
As with safety from fire and other dangers, the general health, safety, and welfare of the
public will be promoted through general city regulations designed to regulate allowable
6
uses when the property is developed. In this case, the requested zoning classification of
RA-1, particularly in conjunction with the PUD overlay, will promote the health and
general welfare by restricting land uses to those that would be compatible with the
adjoining properties and those in the vicinity.
5. Will the requested zone provide for adequate light and air?
Setback, height, and lot coverage standards for development occurring on this site are
established in the Kalispell Zoning Ordinance and PUD to ensure adequate light and air is
provided.
6. Will the requested zone facilitate the adequate provision of transportation, water, sewerage,
schools, parks, and other public requirements?
All public services and facilities are available to the property. Specific details for provision
of services are addressed as part of the PUD.
7. Will the requested zone promote compatible urban growth?
The requested zone would allow a continuation of the type of growth occurring in the
area, which includes several multi -family developments. It is expected that additional
development will occur in the vicinity that would continue that trend.
8. Does the requested zone give consideration to the character of the district and its particular
suitability for particular uses?
The proposed RA-1 zoning district is consistent with the development trends of the area. It
also gives due consideration of the suitability of this property for the allowed uses in the
zoning district, such as proximity of city services.
9. Will the proposed zone conserve the value of buildings?
Value of the buildings in the area will be conserved because the RA-1 zone will promote
compatible and like uses on this property as are likely to develop on other properties in the
area. Future development in the area will be reviewed for compliance with the dimensional
standards and design review criteria to ensure its appropriateness for the area and
compatibility with the surrounding neighborhoods as they develop.
10. Will the requested zone encourage the most appropriate use of the land throughout the
municipality?
Urban scale development should be encouraged in areas where services and facilities are
available. In this case, sanitary sewer and water are adjacent to the property. The
proposed zoning is consistent with the proposed growth policy future land use
designation and is compatible with current zoning in the immediate area.
7
III. EVALUATION OF THE PLANNED UNIT DEVELOPMENT PROPOSAL
The intent of a PUD district is to serve as an overlay zoning district. The district shall function in
concert with one or more of the underlying zones to provide a comprehensive, integrated
development plan which will serve to modify the underlying zone and, where appropriate,
subdivision standards with the intent of providing flexibility of architectural design and density
as well as providing the option to mix land uses and densities while preserving and enhancing the
integrity and environmental values of an area.
The Timberwolf Ridge PUD would provide 400 multi -family dwelling units in six buildings,
along with garages, parking, recreational areas, and open space over a 20.1-acre site. The PUD
will be a Residential PUD and function in concert with the proposed RA-1 underlying zone.
plan sketch of a development
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Section 27.19.020(4) of the zoning regulations provides that the planning board shall review the
PUD application and plan based on the following criteria:
A. The compliance of the proposed PUD with the city growth policy and, in particular,
density and use policies of the plan.
The Kalispell Growth Policy Future Land Use Map designates the subject property as Urban
Mixed Use and High -Density Residential. The proposed RA-1 zone is supported by those
designations. The City of Kalispell Growth Policy Plan -It 2035, Chapter 4A on Housing,
encourages a variety of residential development that provides housing for all sectors and income
levels within the community. For high -density residential neighborhoods, densities from 20-40
units per acre are contemplated. The proposed development has a density of about 19.9 units per
acre. The requested PUD can be found to comply with the land use designation, as well as
policies found within the Kalispell Growth Policy Plan -It 2035.
8
B. The extent to which the PUD departs from the underlying zoning and the reasons
why such departures are or are not deemed to be in the public interest, and the
mitigating conditions that the PUD provides to address the deviations.
(1) Section 27.09.040 - Height:
The maximum height by
right in the RA-1 is 45
feet. The applicant is
requesting a deviation to
allow 60 feet. The
buildings are designed to
have an actual height of
54 feet plus
appurtenances. The
additional height is
based on the specific
building design, which
includes parking under ,
the building and a
stepped design for architectural interest. The additional height allows for a reduction
in surface parking with the parking under the building, and more open green space on
the site. Keeping the buildings towards the center of the site with landscape buffering
at the site boundaries helps mitigate the additional height as well. Based on the
improved building and site design, the requested deviation is appropriate.
SURFACE l PICAL GREEN
PA"KPNG BUQD[NG
1 TYPICAL BUILDING SECTICN SCALE IN FEET
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(2) Section 27.20.140 — Structures to Have Access: The zoning regulation do not allow
a building permit to be issued for a property that does not have access to a public street or an
approved private street. Two of the lots being created do not have direct access. However,
the overall layout of the PUD functions with a common parking area and utility layout. This
9
type of orientation is fairly common in many commercial and multi -family projects
throughout the city and is appropriate in this context, provided that cross -easements for
parking and access are included on the plat.
C. The extent to which the PUD departs from the subdivision regulations (if
subdivision is anticipated) and the public works standards for design and
construction applicable to the subject property, the reasons why such departures
are deemed to be in the public interest, and the mitigating conditions that the PUD
provides to address the deviations;
(1) Sections 28.3.12 and 28.3.13(C) — Blocks and Subdivision Access: The subdivision
regulations require block lengths of at least 250 feet and not more than 600 feet. They also
provide for right-of-way extensions to provide interconnectivity to adjacent properties. At
this location, there are a number of factors which make road extensions unnecessary,
including the location of the bypass and BPA power easement as well as the future
extensions of Timberwolf Parkway and Wolfpack Way. It would be appropriate to include
pedestrian connections to the east and south in lieu of road connections through the parking
lot of this project. Subject to adding the pedestrian connections, this deviation would be
appropriate.
D. The overall internal integrity of the PUD including the appropriate use of internal
design elements, the use of buffers between different land uses, the use of transitions
between uses of greater and lesser intensity, the use of enhanced design features to
provide connectedness for both vehicle and pedestrian traffic throughout the PUD
and the use of innovative and traditional design to foster more livable
neighborhoods;
The PUD is designed as one comprehensive use. The six lots and buildings are tied together
functionally in terms of use, parking, recreational amenities, and maintenance. Design elements
such as the under building parking and common recreational space helps bring the project
together in a clear, intentional manner. Externally, the project is near office space and other
recently approved city residential projects of similar intensity. There isn't a need for buffering
per se, but the projects interface with the surrounding area in terms of road and pedestrian
improvements creates a consistent environment for both this project and adjoining properties.
E. The nature and extent of the common open space in the planned development
project, the reliability of the proposals for maintenance and conservation of the
common open space and the adequacy or inadequacy of the amount and function of
the open space in terms of the land use, densities and dwelling types proposed in the
plan;
The PUD includes several park/open space areas totaling 5.4 acres (over 25% of the site),
highlighted by the 1.94-acre central park between the buildings. The parks and common areas
will be landscaped, irrigated and maintained, and will include amenities that will be determined
during the site review/building permit process. As a multi -family development, 500 square feet
of land per unit of the equivalent in improvements need to be provided as recreational amenities.
10
The valuation can include common amenities within the buildings as well. Specific landscape
plans, depending upon the specific area, will be reviewed as part of the subdivision process or as
part of the building permit/site review process, which would include review by the Architectural
Design Review Committee.
F. The manner in which said plan does or does not make adequate provision for public
services, provide adequate control over vehicular traffic and further the amenities
of light or air, recreation and visual enjoyment;
Public service facilities and infrastructure are adequate for the development of this site. Any new
improvements to the property such as roads, storm water facilities and water/sewer mains would be
installed in accordance with city policies and standards at the developers' expense.
Water: Water to the subdivision will be provided by the City of Kalispell. There is an existing
water main within the Stillwater Road right-of-wav that will be extended into and throughout the
development. The main will need to be extended per the Standards for Design and Construction.
There is adequate capacity within the city's water system to accommodate this project. Under
the subdivision regulations, any water rights will need to be transferred to the city prior to final
plat and will be addressed during the platting process.
Sewer: Sewer to the subdivision will be provided by the City of Kalispell. There is an existing
sewer main within the Stillwater Road right-of-way that will be extended into and throughout the
development. Per the sanitary sewer facility plan, due to topography at this location, a main will
not need to be extended in Timberwolf Parkway. The main will need to be extended to the south
property line per the Standards for Design and Construction. There is adequate capacity within
the city's sewer system to accommodate this project.
11
Solid Waste: Solid waste collection can be provided by the City of Kalispell. Specific designs
of the garbage enclosures and collection areas will be reviewed in conjunction with the building
permit and site review process.
Access and Roads: The property fronts on Stillwater Road and Timberwolf Parkway, with two
accesses onto Stillwater and one onto Timberwolf. Stillwater Road is designated as a minor
arterial and Timberwolf Parkway as a minor collector in the Transportation Plan. Both roads
will need to be upgraded to that standard along the property's frontage including, but not
necessarily limited to curb/gutter, landscape boulevard, sidewalk, and streetlights. Currently, the
eastern portion of Stillwater Road (a 60 foot declared county road) and the southern portion of
Timberwolf Parkway are owned by the developer. The right-of-way will need to be dedicated to
the city. Also, a dedication of additional road right-of-way may be required to accommodate the
road classification and improvements.
Control over vehicular traffic: A Traffic Impact Study ("TIS") was prepared by WGM in
December 2022 and was submitted with the application. The TIS noted potential issues with the
Four Mile Drive/Stillwater Road intersection. As the city standard is to maintain or improve the
level of service at affected intersections, the TIS has been under review by the City and KLJ,
who provides third -party review for the City, for additional clarity. The result of the analysis
was a need to make the Four Mile Drive/Stillwater Road intersection a four-way stop. It appears
that, with recent improvements to the intersection, the addition of two stop signs will likely
address the issue. A westbound right turn lane on Timberwolf Parkway is also required at the
intersection with Stillwater Road.
The third -party analysis also noted that:
3-lane sections on Four Mile Drive and Stillwater Road were referenced in the
Kalispell Long-range transportation plan. While the corridor improvements will
be necessary to mitigate future growth, as developments are added an opportunity
to add these left -turn lanes should be considered by the City. While 430
Stillwater (ed. a/k/a Stillwater Crossing) has these left -turn lanes added,
Timberwolf Ridge and additional phases at Starling should consider adding the
(north -bound and south -bound left) turn lanes at Stillwater Road and Timberwolf
Parkway. With this being justified by both developments, the cost share between
the addition of the left turn lanes should be split 50/50 between both
developments as each TIS is approved.
Based on the TIS review, Stillwater Road should eventually have a south -bound left turn lane at
the intersection with Timberwolf Parkway, but it is not necessary at this point in time to address
a drop in the level of service and should not be a condition of approval.
Also, it should be noted that prior approvals for developments in the immediate vicinity (i.e.
DNRC and Starling) have been based in part on a requirement for an eventual roundabout at that
intersection. Since a roundabout is not needed at this time, the approvals have been centered on
a participation in the future construction of a roundabout, likely as part of a Special Improvement
District once Timberwolf Parkway is extended to the east in conjunction with current dedication
12
of the necessary right-of-way for the roundabout. A condition of approval should include similar
provisions. However, it may be an opportunity for all of the parties to come together to construct
the roundabout now rather than install improvements which will need to be removed later.
Installation of the roundabout, subject to review and approval by the Kalispell Public Works
Department, would be an option that would likely satisfy any mitigation requirements. Any
necessary improvements to accomplish any mitigation will be required.
Storm Water: Storm water runoff from the site shall be managed and constructed per the City of
Kalispell Standards for Design and Construction and storm water management program. Any open
storm water facilities should have an elevated aesthetic design to be reviewed and approved by the
Parks and Public Works Departments. Final design will be approved by the Kalispell Public Works
Department prior to development. Additionally, prior to receiving any building permits, the
developer will need to submit a construction storm water management plan to the Public Works
Department. This plan will need to show how storm water will be treated and where it will be
directed during construction activities.
Schools: The property is within the boundaries of School District #1 (West Valley/Glacier High
School). On average, it would be anticipated that there would be about 200 students (K-12) from
the neighborhood at full build -out. Section 76-3-608(l) of the Montana Code Annotated states
that the governing body may not deny approval of a proposed subdivision based solely on the
subdivision's impacts on educational services.
Police: Police services will be provided by the Kalispell Police Department. The department can
adequately provide service to this property.
Fire Protection: Fire protection services will be provided by the Kalispell Fire Department. The
department can adequately provide service to this development. As part of the building permit
and site review process, fire protection, including fire flow and hydrant location, will be
reviewed. Fire station 62 is located approximately 0.6 miles away providing good response time.
Parks: The PUD includes several park/open space areas totaling 5.4 acres (over 25% of
the site), highlighted by the 1.94-acre central park between the buildings. The parks and
common areas will be landscaped, irrigated and maintained, and will include amenities that will
be determined during the site review/building permit process. As a multi -family development,
500 square feet of land per unit of the equivalent in improvements need to be provided as
recreational amenities. The valuation can include common amenities within the buildings as
well. Specific landscape plans, depending upon the specific area, will be reviewed as part of the
subdivision process or as part of the building permit/site review process, which would include
review by the Architectural Design Review Committee.
G. The relationship, beneficial or adverse, of the planned development project upon the
neighborhood in which it is proposed to be established;
The subject property is located on the east side of Stillwater Road between Old Reserve Drive
and Four Mile Drive. It is historically an agricultural area, but has seen significant development
over the last 20 years. The Highway 93 Bypass lies just to the east of the property, and it is
13
surrounded by development including Glacier High School, DNRC, and multiple multi -family
projects to the east and south. Immediately to the west is Starling, which is a high -density
residential subdivision with a mix of single-family, townhouse, and multi -family dwellings. A
substantial amount of additional residential and office development is expected to continue in the
area surrounding the property. This development is consistent with the existing and anticipated
growth in the neighborhood.
H. In the case of a plan which proposes development over a period of years, the
sufficiency of the terms and conditions proposed to protect and maintain the
integrity of the plan which finding shall be made only after consultation with the
city attorney;
The plan includes two phases of development. As with any phased project, each phase will need
to stand on its own in terms of access, infrastructure and services. Section 27.19.020(10) of the
zoning ordinance outlines procedures for abandonment/expiration to be followed when the PUD
fails to comply with a completion schedule.
L Conformity with all applicable provisions of this chapter.
Section 27.19.030(2) of the zoning ordinance allows for Residential PUDs in RA-1 zones with a
minimum of two developable acres. The development contains 20.1 acres, well over the
minimum threshold. The zoning ordinance allows up to 20 units per acre in an RA-1 zone with
the PUD overlay. No specific deviations from the Kalispell Zoning Ordinance or Subdivision
Regulations can be identified based upon the information submitted with the application other
than those addressed in this report.
14
IV. REVIEW AND FINDINGS OF FACT FOR THE MAJOR PRELIMINARY PLAT
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A. Effects on Health and Safety:
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Fire: The property would be considered to be at low risk of fire because any building
constructed within the subdivision would be built in accordance with the International
Fire Code and have access which meets city standards. The area to be built upon does not
have steep slopes or woody fuels. Hydrants will be required to be placed in compliance
with the requirements of the fire code and approved by the Fire Chief.
Access: The property fronts on Stillwater Road and Timberwolf Parkway, with two
accesses onto Stillwater and one onto Timberwolf. Stillwater Road is designated as a
minor arterial and Timberwolf Parkway as a minor collector in the Transportation Plan.
Access and roads are discussed in more detail in part D below relative to effects on local
services. With the two lots not having direct access to the public street, cross easements
for parking and access should be included on the plat to serve all of the lots.
Geotech: A Geotech report was not submitted as part of the application, but will
need to be prepared prior to any site development or issuance of a building permit.
Preliminary indications, as well as surrounding development, do not raise any specific
concerns related to the development of the site. While there are some slight to moderate
slopes on the property, there are no major topographical conditions impacting the site,
and the environmental assessment indicates that groundwater does not appear to be an
issue based on static well water levels of 120 feet below the surface.
15
BPA Easement: The southeast corner of the property is encumbered with an easement
for the BPA powerlines that run from the southwest to the northeast. The site design
takes the easement into account by incorporating the area as open space.
B. Effects on Wildlife and Wildlife Habitat:
There is no surface water or associated wetlands which would provide any aquatic or
riparian habitat. There also does not appear to be any significant wildlife impacts. The
Resources and Analysis Section of the Kalispell Growth Policy includes information
from the Montana Department of Fish, Wildlife and Parks relating to deer, elk and moose
habitat. As with the majority of the Kalispell area outside of the core downtown, the
maps show a whitetail deer density of 5 to 30 per square mile, but no significant elk or
moose habitat.
C. Effects on the Natural Environment:
Surface and groundwater: The subdivision will be served by public water and sewer
thereby minimizing any potential impacts to groundwater. Per the Environmental
Assessment, the static groundwater based on well levels is about 120 feet below the
surface. There is no floodplain associated with the property (DFIRM 30029C1805J,
effective date November 4, 2015)
Drainage: Roadways will be paved and curb/gutter will channel runoff to designed low
points, where storm water will be collected and routed to storm water ponds. Any open
storm water facilities should have an elevated aesthetic design to be reviewed and
approved by the Parks and Public Works Departments. Storm water runoff from the site
shall be managed and constructed per the City of Kalispell Standards for Design and
Construction and storm water management program. Final design will be approved by the
Kalispell Public Works Department prior to development.
A condition of approval requires that a property owners' association be created for the
maintenance of the common area which would include the common area drainage
easements. As part of the storm easement areas, the association will be required to mow
the area to reduce fire hazard and reduce spread of noxious weeds. In order to help
ensure the continued maintenance of the storm water facilities, a note shall be placed on
the final plat indicating a waiver of the right to protest creation of a stormwater
maintenance district. This district shall only be activated in the event that the property
owner(s) default on the maintenance of the approved stormwater facilities. The
assessments levied within the maintenance district shall be determined by the Public
Works Department with approvals by the Kalispell City Council.
Lastly, the developer is required to submit to the Kalispell Public Works Department an
erosion/sediment control plan for review and approval. These plans provide for managing
storm water on the site and include stabilizing the construction site through an approved
revegetation plan after site grading is completed.
16
D. Effects on Local Services:
Water: Water to the subdivision will be provided by the City of Kalispell. There is an
existing water main within the Stillwater Road right-of-way that will be extended into
and throughout the development. The main will need to be extended per the Standards
for Design and Construction subject to review and approval by the Kalispell Public
Works Department. There is adequate capacity within the city's water system to
accommodate this project. Proportionate water rights shall be dedicated to the City of
Kalispell per Section 28.3.08 of the subdivision regulations.
Sewer: Sewer to the subdivision will be provided by the City of Kalispell. There is an
existing sewer main within the Stillwater Road right-of-way that will be extended into
and throughout the development. Per the sanitary sewer facility plan, due to topography
at this location, a main will not need to be extended in Timberwolf Parkway. The main
will need to be extended to the south property line per the Standards for Design and
Construction. There is adequate capacity within the city's sewer system to accommodate
this project.
Access and Roads: The property fronts on Stillwater Road and Timberwolf Parkway,
with two accesses onto Stillwater and one onto Timberwolf. Stillwater Road is
designated as a minor arterial and Timberwolf Parkway as a minor collector in the
Transportation Plan. Both roads will need to be upgraded to that standard along the
property's frontage including, but not necessarily limited to curb/gutter, landscape
boulevard, sidewalk, and streetlights. Currently, the eastern portion of Stillwater Road (a
60 foot declared county road) and the southern portion of Timberwolf Parkway are
owned by the developer. The right-of-way will need to be dedicated to the city. Also, a
dedication of additional road right-of-way may be required to accommodate the road
classification and improvements.
A Traffic Impact Study ("TIS") was prepared by WGM in December 2022 and was
submitted with the application. The TIS noted potential issues with the Four Mile
Drive/Stillwater Road intersection. As the city standard is to maintain or improve the
level of service at affected intersections, the TIS has been under review by the City and
KLJ, who provides third -party review for the City, for additional clarity. The result of
the analysis was a need to make the Four Mile Drive/Stillwater Road intersection a four-
way stop. It appears that, with recent improvements to the intersection, the addition of
two stop signs will likely address the issue. A westbound right turn lane in Timberwolf
Parkway is also required at the intersection with Stillwater Road.
The third -party analysis also noted that:
3-lane sections on Four Mile Drive and Stillwater Road were referenced in
the Kalispell Long-range transportation plan. While the corridor
improvements will be necessary to mitigate future growth, as
developments are added an opportunity to add these left -turn lanes should
be considered by the City. While 430 Stillwater (ed. a/k/a Stillwater
17
Crossing) has these left -turn lanes added, Timberwolf Ridge and
additional phases at Starling should consider adding the (north -bound and
south -bound left) turn lanes at Stillwater Road and Timberwolf Parkway.
With this being justified by both developments, the cost share between the
addition of the left turn lanes should be split 50/50 between both
developments as each TIS is approved.
Based on the TIS review, Stillwater Road should eventually have a south -bound left turn
lane at the intersection with Timberwolf Parkway, but it is not necessary at this point in
time to address a drop in the level of service and should not be a condition of approval.
Also, it should be noted that prior approvals for developments in the immediate vicinity
(i.e. DNRC and Starling) have been based in part on a requirement for an eventual
roundabout at that intersection. Since a roundabout is not needed at this time, the
approvals have been centered on a participation in the future construction of a
roundabout, likely as part of a Special Improvement District once Timberwolf Parkway is
extended to the east in conjunction with current dedication of the necessary right-of-way
for the roundabout. A condition of approval should include similar provisions. However,
it may be an opportunity for all of the parties to come together to construct the
roundabout now rather than install improvements which will need to be removed later.
Installation of the roundabout, subject to review and approval by the Kalispell Public
Works Department, would be an option that would likely satisfy any mitigation
requirements. Any necessary improvements to accomplish any mitigation will be
required.
Also, the subdivision regulations (Sec 28.3.25) require that the final plat include a note
stating that "The owners hereby waive the right to protest the creation of an SID for the
purpose of financing improvements to area roads which specifically benefit this
subdivision." This note should be expanded to also specifically list the roundabout as
one of the projects that the waiver would apply to.
Schools: The property is within the boundaries of School District #1 (West Valley) and
Glacier High School. On average, it would be anticipated that there would be about 200
students (K-12) from the development at full build -out. Section 76-3-608(l) of the
Montana Code Annotated states that the governing body may not deny approval of a
proposed subdivision based solely on the subdivision's impacts on educational services.
Police: Police services will be provided by the Kalispell Police Department. The
department can adequately provide service to this subdivision.
Fire Protection: Fire protection services will be provided by the Kalispell Fire
Department. The department can adequately provide service to this development.
Additionally, the road network to the subdivision provides adequate access for fire
protection. As part of the building permit and site review process for the multi -family
use, fire protection, including fire flow and hydrant location, will be reviewed. Fire
station 62 is located approximately 0.6 miles away providing good response time.
18
Parks and Recreation: The PUD includes several park/open space areas totaling 5.4 acres
(over 25% of the site), highlighted by the 1.94-acre central park between the buildings.
The parks and common areas will be landscaped, irrigated and maintained, and will
include amenities that will be determined during the site review/building permit process.
As a multi -family development, 500 square feet of land per unit or the equivalent in
improvements need to be provided as recreational amenities. The valuation can include
common amenities within the buildings as well. Specific landscape plans, depending
upon the specific area, will be reviewed as part of the subdivision process or as part of the
building permit/site review process, which would include review by the Architectural
Design Review Committee. The proposal includes covenants and a management plan
providing for maintenance of the shared facilities.
It is imperative that these areas be well maintained for the visual aspects of the project
and the functionality of the parks, open space, and storm drainage areas. Therefore, staff
recommends that a note shall be placed on the final plat indicating a waiver of the right to
protest creation of a park maintenance district. This district shall only be activated in the
event that the property owners' association defaults on their park and open space amenity
conditions. The taxes levied within the maintenance district shall be determined by the
Parks and Recreation Department with approvals by the Kalispell City Council.
Solid Waste: Solid waste collection can be provided throughout the subdivision by the
City of Kalispell. Specific designs of the garbage enclosures and collection areas for the
multi -family use will be reviewed in conjunction with the building permit and site review
process for the buildings. There is sufficient capacity within the landfill to accommodate
this additional solid waste generated from this subdivision.
Medical Services: Ambulance service is available from the fire department and ALERT
helicopter service. Kalispell Regional Medical Center is approximately 1.6 miles from
the site.
E. Effects on Agriculture and agricultural water user facilities:
The site has been traditionally used for agricultural uses, although it has not been in
production for some time and is currently vacant. According to the Kalispell Growth
Policy Resources and Analysis Section, "Important Farmlands" map, the property
includes some areas designated as farmlands of statewide importance and some areas as
prime farmland if irrigated. It does not appear that development of the site would remove
farmland from production or have any impact on any nearby agricultural operations given
that the property is surrounded by development.
Current policies in the Kalispell Growth Policy Plan -It 2035, Chapter 5, Land Use:
Natural Environment, state the following:
Policy Encourage urban growth only on agriculture lands entirely within the city's
annexation policy boundary.
19
The subject property is entirely within the annexation policy boundary and was
previously annexed as part of the prior proposed development. By allowing higher
density development within the city's growth policy area, it can reasonably be expected
that more farmland could be conserved because the availability of residential and
commercial lots within the Kalispell Growth Policy boundary, limiting sprawl/leapfrog
development.
F. Relation to the Kalispell Growth Policy:
The Kalispell Growth Policy Future Land Use Map designates the subject property as
Urban Mixed Use and High -Density Residential. The proposed RA-1 zone is supported
by those designations. The City of Kalispell Growth Policy Plan -It 2035, Chapter 4A on
Housing, encourages a variety of residential development that provides housing for all
sectors and income levels within the community. City services including sewer, water
and streets are in the vicinity and available to the subject property. The proposed
development is consistent with the Growth Policy and supports its goals and objectives.
G. Compliance with Zoning:
The request is in compliance with the RA-1 zoning regulations with the PUD overlay
applicable to the development.
H. Compliance with the Kalispell Subdivision Regulations:
This request complies with provisions of the Kalispell Subdivision Regulations and PUD
overlay applicable to the development.
RECOMMENDATIONS
1. Staff recommends that the Kalispell City Planning Board and Zoning Commission adopt
Staff Report #KA-22-09 as findings of fact and recommend to the Kalispell City Council
that the property be annexed and the zoning for the property be RA-1 (Residential
Apartment), with a PUD overlay.
2. Staff recommends that the Kalispell City Planning Board and Zoning Commission adopt
Staff Report #KPUD-22-05 as findings of fact and recommend to the Kalispell City
Council that the Timberwolf Ridge PUD be approved subject to the conditions listed
below:
3. Staff recommends that the Kalispell City Planning Board and Zoning Commission adopt
staff report #KPP-22-08 as findings of fact and recommend to the Kalispell City Council
that the preliminary plat for Timberwolf Ridge be approved subject to the conditions
listed below:
20
CONDITIONS OF APPROVAL
1. The development of the site shall be in substantial compliance with the application
submitted, the site plan, materials and other specifications as well as any additional
conditions associated with the future preliminary plat as approved by the city council.
2. The Planned Unit Development for Timberwolf Ridge allows the following deviations
from the Zoning Regulations:
(1) Section 27.09.040 - Height: The maximum height by right in the RA-1 is 45 feet. The
deviation would allow 60 feet.
(2) Section 27.20.140 — Structures to Have Access: The zoning regulation do not allow a
building permit to be issued for a property that does not have access to a public street
or an approved private street. This deviation would allow two lots to be created with
access through common parking facilities.
3. The Planned Unit Development for Timberwolf Ridge allows the following deviation
from the Subdivision Regulations:
(1) Sections 28.3.12 and 28.3.13(C) — Blocks and Subdivision Access: The subdivision
regulations require block lengths of at least 250 feet and not more than 600 feet.
They also provide for right-of-way extensions to provide interconnectivity to adjacent
properties. Subject to providing pedestrian accesses to adjoining parcels, this
deviation would allow the block/access provided in the submitted plans.
4. Upon approval of the preliminary PUD by the City Council, the property owner shall
proceed with the preparation of the final PUD plan as provided in Section 27.19.020(7) of
the Kalispell Zoning Ordinance.
5. The abandonment or expiration of the PUD is governed by Section 27.19.020(10) of the
Kalispell Zoning Ordinance.
6. The developer shall submit to the Kalispell Public Works Department for review and
approval a storm water report and an engineered drainage plan that meets the
requirements of the current city standards for design and construction. Prior to final plat,
a certification shall be submitted to the public works department stating that the drainage
plan for the subdivision has been installed as designed and approved.
7. Any storm water ponds shall be designed in a way that they become a visual interest to
the development. Chain link fencing surrounding ponds as the dominant fixture shall not
be allowed without mitigation. The developer shall work closely with the Parks
Department and Public Works to develop a design that is both visually appealing and
meets the required safety guidelines. It is intended that when the project is developed the
ponds will act as features, particularly along the roadways, rather than a private
maintenance utility facility.
21
8. The developer shall submit to the Kalispell Public Works Department prior to
construction an erosion/sediment control plan for review and approval and a copy of all
documents submitted to Montana Department of Environmental Quality for the General
Permit for Storm Water Discharge Associated with Construction Activities.
9. The developer shall submit water and sanitary sewer plans, applicable specifications, and
design reports to the Kalispell Public Works Department and the Montana Department of
Environmental Quality for concurrent review, with approval of both required prior to
construction.
10. New infrastructure required to serve the property shall be designed and constructed in
accordance with the City of Kalispell's Standards for Design and Construction. All
design work shall be reviewed and approved in writing by the Kalispell Public Works
Department prior to construction.
11. Water and sewer main extensions shall be designed and constructed in accordance with
the City of Kalispell's Standards for Design and Construction and in compliance with the
city's facilities update and extensions of services plans. The water and sewer main
extension plans shall be reviewed and approved by the Kalispell Public Works
Department. Prior to final plat, a certification shall be submitted to the Public Works
Department stating that the water and sewer mains have been built and tested as designed
and approved.
12. Any water rights associated with the property shall be transferred to the City of Kalispell.
The water rights shall be allocated proportionally for each phase of the development prior
to final plat.
13. If any fencing is to be constructed as part of the development, it shall comply with height
and location zoning standards and should be a consistent design throughout the
development. Any fencing will be required to be reviewed and approved by the city
Architectural Review Committee, which shall ensure a consistency of colors and materials
to be used to present an aesthetically pleasing design.
14. The developer shall submit the street designs to the Kalispell Public Works Department for
review and approval prior to construction. Street designs shall meet the city standards for
design and construction.
15. Stillwater Road is designated as a minor arterial and Timberwolf Parkway as a minor
collector in the Transportation Plan. Both roads shall be upgraded to that standard along the
property's frontage including, but not necessarily limited to curb/gutter, landscape
boulevard, sidewalk, and streetlights. The right-of-way currently owned by the developer
shall be dedicated to the city. A dedication of additional road right-of-way may be required
to accommodate the road classification and improvements.
16. Prior to final plat, all mitigation recommended as part of the approved traffic impact
study shall be completed. All improvements shall be reviewed and approved by the
22
Public Works Department. Per the city Standards for Design and Construction, the
development shall maintain or improve the existing level of service for the affected
roadways rather than simply maintaining an acceptable level of service. Improvements
necessary to maintain the existing level of service will be required.
17. Required mitigation related to the Traffic Impact Study would include (a) making the
Four Mile Drive/Stillwater Road intersection a four-way stop; and (b) adding a
westbound right turn lane in Timberwolf Parkway is also required at the intersection with
Stillwater Road.
18. Cross easements for parking and access shall be included on the plat to serve all of the
lots.
19. Prior to commencing any development of the property, a full geotechnical report shall be
submitted. Any recommendations shall be implemented.
20. The preliminary plat approval shall be valid for a period of three years from the date of
approval.
21. Prior to final plat, a letter from the Kalispell Public Works Department shall be submitted
stating that all new infrastructure has been accepted by the City of Kalispell, any private
infrastructure has been constructed per city standards, and a proper bond has been
accepted for unfinished work.
22. All existing and proposed easements shall be indicated on the face of the final plat. Utility
easements for city water and sewer shall be provided to allow for the logical extension of
utilities from this subdivision to adjoining properties. A letter from the Kalispell Public
Works Department shall be obtained stating that the required easements are being shown on
the final plat.
23. The following statement shall appear on the final plat: "The undersigned hereby grants unto
each and every person, firm or corporation, whether public or private, providing or offering
to provide telephone, telegraph, electric power, gas, cable television, water or sewer service
to the public, the right to the joint use of an easement for the construction, maintenance,
repair, and removal of their lines and other facilities, in, over, under, and across each area
designated on this plat as "Utility Easement" to have and to hold forever."
Developer's Signature
24. Prior to filing the final plat, a letter from the US Postal Service shall be included stating
the Service has reviewed and approved of the design and location of the mail delivery
site. The mail delivery site shall be installed or bonded for prior to final plat. In addition,
the mail delivery site and improvements shall also be included in the preliminary and
final engineering plans to be reviewed by the Public Works Department. The mail
delivery site shall not impact a sidewalk or proposed boulevard area.
23
25. A property owners' association shall be formed and established to provide for the
maintenance of the common areas, including, but not necessarily limited to, parks and
open space.
26. A letter from the Kalispell Fire Department approving the access, placement of the fire
hydrants and fire flows within the subdivision shall be submitted prior to final plat.
27. A letter shall be obtained from the Parks and Recreation Director approving a landscape
plan for the placement of trees and landscaping materials within the landscape boulevards
of the streets serving the subdivision, common area, and adjoining rights -of -way. The
approved landscape plan shall be implemented or a cash -in -lieu payment for installation
of the street trees and groundcover be provided to the Kalispell Parks and Recreation
Department.
28. A park plan shall be created and approved by the Parks and Recreation Director prior to
issuance of any building permit. As a multi -family development, 500 square feet of land
per unit or the equivalent in improvements shall be provided as recreational amenities.
29. A note shall be placed on the final plat indicating a waiver of the right to protest creation
of a park maintenance district. This district shall only be activated in the event that the
property owners' association defaults on their park and open space amenity conditions.
The assessments levied within the maintenance district shall be determined by the Parks
and Recreation Department with approvals by the Kalispell City Council.
30. A note shall be placed on the final plat indicating a waiver of the right to protest creation
of a stormwater maintenance district. This district shall only be activated in the event that
the property owner(s) default on the maintenance of the approved stormwater facilities.
The assessments levied within the maintenance district shall be determined by the Public
Works Department with approvals by the Kalispell City Council.
31. Pursuant to Sec 28.3.25 of the subdivision regulations, the final plat shall include a note
stating that "The owners hereby waive the right to protest the creation of an SID for the
purpose of financing improvements to area roads which specifically benefit this
subdivision." This note shall be expanded to also specifically list the roundabout as one
of the projects that the waiver would apply to.
32. A minimum of two-thirds of the necessary infrastructure for the subdivision shall be
completed prior to final plat submittal.
33. All utilities shall be installed underground and in locations that are approved by the
Kalispell Public Works Department in accordance with the Kalispell Standards for
Design and Construction.
34. All areas disturbed during development shall be re -vegetated with a weed -free mix
immediately after development.
24
< KLI
Memorandum
Date: 1/20/2023
To: Keith Haskins, PE — Kalispell City Engineer
From: Joe DeVore, PE, PTOE, RSP21; Emma Myers-Verhage
RE: Stillwater Road TIS Review and Recommendations
Methodology and Volumes Review:
➢ Three Traffic Impact Studies for three new developments in Kalispell, MT were studied to analyze
each of their respective traffic impacts on the surrounding network. The three developments will
be located along Stillwater Road, between W Reserve Drive and Four Mile Drive. Stillwater Road
is classified as a local road and is located west of Interstate 93 and downtown Kalispell. The
developments are described below:
0 430 Stillwater is a mixed -use development comprised of 97 single-family homes, 192
apartment units, and 20,386 square feet of retail space. This development is located
northwest of the intersection of Stillwater Road and Four Mile Drive and is expected to
be completed in 2023. The proposed development includes two accesses off Four Mile
Drive, and one access off Stillwater Road.
o The Starling Subdivision includes 75 single-family homes and 35 apartment units and is
expected to be complete in 2027. This development is located west of Stillwater Road,
across from the Montana Department of Natural Resources and Conservation. One access
to this development includes an extension of the existing Timberwolf Parkway, to become
a four -legged intersection. The second access will be a new four -legged intersection,
located 600 feet south of Timberwolf Parkway. The east leg of this new intersection will
serve as access to Timberwolf Ridge, another new development in the area.
o Timberwolf Ridge includes 400 apartment units, expected to be complete in 2027. This
proposed development is located east of Stillwater Road and south of Timberwolf
Parkway. This development will have three accesses. One access is a four -legged
intersection on Stillwater Road, with the west leg serving the Starling Subdivision
(described above). A second access on Stillwater Road is located 600 feet south of the
first access. This will be a three-legged intersection with Stillwater Road. A third access to
the development site will be located off Timberwolf Parkway, approximately 700 feet east
of the intersection of Stillwater Road and Timberwolf Parkway.
➢ Traffic count data was collected and presented as a part of the each TIS for new developments
within the study area. These volumes were collected between 2020 and 2022. For the purposes
of this memo, the maximum volume of each turning movement was used. The turning movements
used for this analysis is detailed in Appendix A.
➢ Site -Generated Vehicle Trips were presented in each TIS and were quantified using ITE Trip
Generation (10th Edition) and ITE Trip Generation (11t" Edition).
o A total of 4,410 incoming trips and 4,408 outgoing trips are expected to be generated
daily by all three proposed developments.
o The additional trips used for this analysis is detailed in Appendix B.
1
< KLI
➢ Traffic Distribution
o Trip distribution was presented as a part of each TIS for the new development. The
additional trips added to each turning movement were taken directly from each TIS.
Figure 1 shows the range of percentage of additional traffic volumes the intersections of
Stillwater Road and Reserve Drive, and Stillwater Road and Four Mile Drive. The
percentages were taken directly from each TIS.
Figure 1 — Trip Distribution Percentage Ranges
➢ The following volume scenarios were used to analyze traffic impacts on the network:
o Future No -Build (2027): Future volumes were determined by applying a 1.5% annual
growth rate to the volumes determined by each TIS. This scenario includes no additional
trips generated by the proposed developments.
o Phase A Build (2027): This scenario includes 2027 projected volumes, as well as additional
trips generated by the 430 Stillwater development, as this development is expected to
complete before the other two.
o Phase B Build (2027): This scenario includes 2027 projected volumes, and additional trips
generated by both the 430 Stillwater development, as well as expected trips generated
by the Starling Subdivision.
o Phase C Build (2027): This scenario includes 2027 projected volumes, and additional trips
generated by all three developments: 430 Stillwater, Starling Subdivision, and Timberwolf
Ridge.
2
< KLI
➢ All scenarios listed above were modeled and a traffic operations analysis was performed using
VISTRO. The following intersections are expected to experience decreased level of service due to
increased traffic: Stillwater Road and Four Mile Drive (Table 1), Stillwater Road and Timberwolf
Parkway (Table 2), and Stillwater Road and a new access to the 430 Stillwater development (Table
3). The tables below show the LOS results and the additional delay (in seconds per vehicle) caused
by each development. The intersections not displayed in tables are not expected to experience
decreased level of service. A full summary of the LOS results of all intersections can be found in
Appendix C.
Table 1— Stillwater Road and Four Mile Drive LOS Results
Note: LOS and delay in brackets [J represent the worst approach, as the intersection is side -street stop -controlled.
Table 2 — Stillwater Road and Timberwolf Parkwav LOS Results
Future No -Build None
A [B]
1 [11]
A [A]
3 [9]
Phase A Build 430 Stillwater
A [B]
+0 [+0]
A [A]
+0 [+0]
Phase B Build Starling Subdivision
A [B]
+2 [+3]
A [B]
+2 [+4]
Phase C Build Timberwolf Ridge
A [C]
+0.4 [+1]
A [C]
+0.2 [+2]
Note: LOS and delay in brackets [J represent the worst approach, as the intersection is side -street stop -controlled.
Table 3 — Stillwater Road and Stillwater Crossina LOS Results
Future No -Build None Intersection does not exist, all traffic is due
to trips generated by the developments.
Phase A Build 430 Stillwater A [A] 1 [9] A [A] 2 [9]
Phase B Build Starling Subdivision A [A] +0 [+0] A [A] +0 [+0]
Phase C Build Timberwolf Ridge A [B] +0 [+1] A [B] +0 [+1]
Note: LOS and delay in brackets [J represent the worst approach, as the intersection is side -street stop -controlled.
Intersection Recommendations:
Two improvements are recommended to mitigate the LOS deficiencies explained above.
➢ An all -way stop is recommended at Stillwater Road and Four Mile Drive. This will address
increased LOS for both the eastbound and westbound approaches and will best fit the increased
volumes the minor approaches.
3
KLI
➢ A westbound right (WBR) turn lane is recommended at Stillwater Road and Timberwolf
Parkway. This will address the increase in LOS for that approach in the near -term conditions.
The delay and LOS for these intersections with the implementation of these improvements are shown in
Table 4.
Table 4 — Phase C Mitiaation LOS Results
Stillwater Rd and Phase C Build
B [E]
13 [43]
B [D]
15 [33]
Four Mile Dr Phase C Mitigation
B
14
B
13
Stillwater Rd and Phase C Build
A [C]
4 [15]
A [C]
5 [15]
Timberwolf Pkwy Phase C Mitigation
A [B]
4 [14]
A [B]
5 [14]
Note: LOS and delay in brackets [J represent the worst approach, as the intersection is side -street stop -controlled.
The recommended improvements are expected to mitigate the LOS deficiencies resulting from the
additional site -generated traffic from all studied developments. All intersections within the study area are
expected to operate with LOS A or B under the Phase C Mitigation scenario.
Staff Recommendations:
3-Lane sections on Four -Mile Drive and Stillwater Road were referenced in the Kalispell Long-range
transportation plan. While the corridor improvements will be necessary to mitigate future growth, as
developments are added an opportunity to add these left -turn lanes should be considered by the City.
While 430 Stillwater has these left -turn lanes added, Timberwolf Ridge and additional phases at Starling
Road should consider adding the NBL and SBL turn lanes at Stillwater Road and Timberwolf Parkway.
With this being justified by both developments, the cost share between the addition of the left -turn
lanes should be split 50/50 between both developments as each TIS is approved.
Furthermore, the City should look at identifying additional funding for the corridor to upgrade the
segment of Stillwater Road between Four -Mile Drive and Old Reserve Drive in 2026-2027 with the
addition of these development contributions. This will limit the increased risk of run-off road crashes
due to the 2-lane to 3-lane transitions on the corridor with the development left -turn lanes.
4
KLI
AppendixA—Turning Movement Counts
Stillwater Road TIS Review Volumes 1/16/2023
No -Build (Existing)
AM Peak
*Using maximum turning movement from TIS's
2022
NB
SB
EB
WB
Intersection
L
T
R
L
T
R
L
T
R
L
T
R
Stillwater Rd and Reserve Dr
36
23
56
28
52
4
7
221
120
88
108
28
Stillwater Rd and Timberwolf Pkwy
0
256
32
24
101
0
0
0
0
12
0
8
Stillwater Rd and 4 Mile Dr
8
132
63
72
24
4
10
20
4
40
23
152
No -Build (Future)
1.5% annual growth rate
2027
NB
SB
EB
WB
Intersection
L
T
R
L
T
R
L
T
R
L
T
R
Stillwater Rd and Reserve Dr
39
25
60
30
56
4
8
238
129
95
116
30
Stillwater Rd and Timberwolf Pkwy
0
276
34
26
109
0
0
0
0
13
0
9
Stillwater Rd and 4 Mile Dr
9
142
68
78
26
4
11
22
4
43
25
164
Phase A Build
430 Stillwater
2027
NB
SB
EB
WB
Intersection
L
T
R
L
T
R
L
T
R
L
T
R
Stillwater Rd and Reserve Dr
39
25
66
30
56
4
8
238
129
97
116
30
Stillwater Rd and Timberwolf Pkwy
0
282
34
26
111
0
0
0
0
13
0
9
Stillwater Rd and Stillwater Crossing
12
245
0
0
93
1
3
0
26
0
0
0
Stillwater Rd and 4 Mile Dr
1 12
1 1431
68
1 99
1 29
1 11
1 22
1 77
1 11
1 43
1 49
173
4 Mile Dr and Stillwater Access E
1 0
0
0
56
0
7
3
40
0
0
24
24
4 Mile Dr and Stillwater Access W
0
0
0
15
0
2
1
28
0
0
24
7
Phase B Build
430 Stillwater and Starling Subd.
2027
NB
SB
EB
WB
Intersection
L
T
R
L
T
R
L
T
R
L
T
R
Stillwater Rd and Reserve Dr
48
31
113
30
58
4
8
238
132
113
116
30
Stillwater Rd and Timberwolf Pkwy
25
307
34
26
119
13
38
13
76
13
4
9
Stillwater Rd and Development Access
20
335
0
0
187
8
25
0
59
0
0
0
Stillwater Rd and Stillwater Crossing
12
289
0
0
1227,
1
3
1 0
1 26
0
1 0
1 0
Stillwater Rd and 4 Mile Dr
12
152
68
193
56
24
26
77
11
43
49
204
4 Mile Dr and Stillwater Access E
0
0
0
56
0
7
3
44
0
0
37
24
4 Mile Dr and Stillwater Access W
0
0
0
15
0
1 2
1
32
1 0
0
37
1 7
Phase C Build
430 Stillwater, Starling Subd., and Timberwolf Ridge
2027
NB
SB
EB
WB
Intersection
L
T
R
L
T
R
L
T
R
L
T
R
Stillwater Rd and Reserve Dr
48
31
139
30
58
4
8
238
132
121
116
30
Stillwater Rd and Timberwolf Pkwy
25
332
40
29
127
13
38
13
76
32
4
18
Stillwater Rd and Development Access
20
354
8
4
210
8
25
0
59
26
0
11
Stillwater Rd and Timberwolf Access S
0
274
11
4
156
0
0
1 0
1 0
34
0
13
Stillwater Rd and Stillwater Crossing
12
313
0
0
305
1
3
0
26
0
0
0
Stillwater Rd and 4 Mile Dr
12
154
68
260
64
27
27
77
11
43
49
225
4 Mile Dr and Stillwater Access E
0
0
0
56
0
7
3
45
0
0
40
24
4 Mile Dr and Stillwater Access W
1 0
0
0
15
0
2
1
33
0
0
40
7
Timberwolf Pkwy and Timberwolf Access N
1 28
1 0
1 0
1 0
0
1 2
20
1 5
1 9
1 0
1
0
Stillwater Road TIS Review Volumes 1/16/2023
No -Build (Existing)
PM Peak
*Using maximum turning movement from TIS's
2022
NB
SB
EB
WB
Intersection
L
T
R
L
T
R
L
T
R
L
T
R
Stillwater Rd and Reserve Dr
52
24
52
52
41
9
4
114
28
33
251
29
Stillwater Rd and Timberwolf Pkwy
0
61
16
8
95
0
0
0
0
48
0
32
Stillwater Rd and 4 Mile Dr
4
16
64
70
36
4
2
24
0
96
22
60
No -Build (Future)
1.5% annual growth rate
2027
NB
SB
EB
WB
Intersection
L
T
R
L
T
R
L
T
R
L
T
R
Stillwater Rd and Reserve Dr
56
26
56
56
44
10
4
123
30
36
270
31
Stillwater Rd and Timberwolf Pkwy
0
66
17
9
102
0
0
0
0
52
0
34
Stillwater Rd and 4 Mile Dr
4
17
69
75
39
4
2
26
0
103
24
65
Phase A Build
430 Stillwater
2027
NB
SB
EB
WB
Intersection
L
T
R
L
T
R
L
T
R
L
T
R
Stillwater Rd and Reserve Dr
56
26
67
56
44
10
4
123
30
51
270
31
Stillwater Rd and Timberwolf Pkwy
0
77
17
9
117
0
0
0
0
52
0
34
Stillwater Rd and Stillwater Crossing
36
81
0
0
95
5
3
0
26
0
0
0
Stillwater Rd and 4 Mile Dr
1 13
22
69
1 96
1 42
1 20
15
81
7
1 103
99
94
4 Mile Dr and Stillwater Access E
0
0
0
56
0
7
9
24
0
0
47
77
4 Mile Dr and Stillwater Access W
0
0
0
15
0
2
3
18
0
0
33
21
Phase B Build
430 Stillwater and Starling Subd.
2027
NB
SB
EB
WB
Intersection
L
T
R
L
T
R
L
T
R
L
T
R
Stillwater Rd and Reserve Dr
62
30
98
56
51
10
4
123
41
104
270
31
Stillwater Rd and Timberwolf Pkwy
84
94
17
9
145
42
25
8
50
52
14
34
Stillwater Rd and Development Access
66
166
0
0
167
28
17
0
39
0
0
0
Stillwater Rd and Stillwater Crossing
36
231
0
0
1 184
5
3
1 0
1 26
0
1 0
1 0
Stillwater Rd and 4 Mile Dr
13
52
69
158
60
29
30
81
7
103
99
199
4 Mile Dr and Stillwater Access E
0
0
0
56
0
7
9
39
0
0
56
77
4 Mile Dr and Stillwater Access W
0
0
0
15
0
1 2
3
33
1 0
0
42
1 21
Phase C Build
430 Stillwater, Starling Subd., and Timberwolf Ridge
2027
NB
SB
EB
WB
Intersection
L
T
R
L
T
R
L
T
R
L
T
R
Stillwater Rd and Reserve Dr
62
30
118
56
51
10
4
123
41
138
270
31
Stillwater Rd and Timberwolf Pkwy
84
110
38
19
172
42
25
8
50
64
14
40
Stillwater Rd and Development Access
66
195
28
12
194
28
17
0
39
17
0
7
Stillwater Rd and Timberwolf Access S
0
117
36
15
146
0
0
1 0
1 0
22
0
9
Stillwater Rd and Stillwater Crossing
36
316
0
0
234
5
3
0
26
0
0
0
Stillwater Rd and 4 Mile Dr
13
60
69
201
65
31
34
81
7
103
99
272
4 Mile Dr and Stillwater Access E
0
0
0
56
0
7
9
43
0
0
58
77
4 Mile Dr and Stillwater Access W
1 0
0
0
15
0
2
3
37
0
0
44
21
Timberwolf Pkwy and Timberwolf Access N
1 18
1 0
1 0
1 0
0
1 22
1 3
1 1
1 30
0
5
0
KLI
Appendix B —Additional Trips Summary
Stillwater Road TIS Review Additional Trips 1/16/2023
AM Peak
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBTV.
Phase A (additional trips) 430 Stillwater
2027
NB
SB
EB
WB
Intersection
L
T
R
L
T
R
L
T
R
L
T
R
Stillwater Rd and Reserve Dr
0
0
6
0
0
0
0
0
0
2
0
0
Stillwater Rd and Timberwolf Pkwy
0
6
0
0
2
0
0
0
0
0
0
0
Stillwater Rd and Development Access
0
0
0
0
0
0
0
0
0
0
0
0
Stillwater Rd and Timberwolf Access S
0
0
0
0
0
0
0
0
0
0
0
0
Stillwater Rd and Stillwater Crossing
12
10
0
0
4
1
3
0
26
0
0
0
Stillwater Rd and 4 Mile Dr
3
1
0
21
3
7
11
55
7
0
24
9
4 Mile Dr and Stillwater Access E
0
0
0
56
0
7
3
16
0
0
9
24
4 Mile Dr and Stillwater Access W
0
0
0
15
0
2
1
4
0
0
9
7
Timberwolf Pkwy and Timberwolf Access N
0
1 0
1 0
0
0
0
0
0
0
0
0
0
Phase B (additional trips) Starling Subd.
2027
NB
SB
EB
WB
Intersection
L
T
R
L
T
R
L
T
R
L
T
R
Stillwater Rd and Reserve Dr
9
6
47
0
2
0
0
0
3
16
0
0
Stillwater Rd and Timberwolf Pkwy
25
25
0
0
8
13
38
13
76
0
4
0
Stillwater Rd and Development Access
20
25
0
0
76
8
25
0
59
0
0
0
Stillwater Rd and Timberwolf Access S
0
0
0
0
0
0
0
0
0
0
0
1 0
Stillwater Rd and Stillwater Crossing
0
44
0
0
134
0
0
0
0
0
0
0
Stillwater Rd and 4 Mile Dr
0
9
0
94
27
13
4
0
0
0
0
31
4 Mile Dr and Stillwater Access E
0
0
0
0
0
0
0
4
0
0
13
0
4 Mile Dr and Stillwater Access W
0
0
0
0
0
0
0
4
0
0
13
0
Timberwolf Pkwy and Timberwolf Access N
1 0
0
0
1 0
0
0
1 0
0
0
0
0
0
Phase C (additional trips) Timberwolf Ridge
2027
NB
SB
EB
WB
Intersection
L
T
R
L
T
R
L
T
R
L
T
R
Stillwater Rd and Reserve Dr
0
0
26
0
0
0
0
0
0
8
0
0
Stillwater Rd and Timberwolf Pkwy
0
25
6
3
8
0
0
0
0
19
0
9
Stillwater Rd and Development Access
0
19
8
4
23
0
0
0
0
26
0
11
Stillwater Rd and Timberwolf Access S
0
14
11
4
1 45
0
0
0
0
34
0
13
Stillwater Rd and Stillwater Crossing
0
24
0
0
78
0
0
0
0
0
0
0
Stillwater Rd and 4 Mile Dr
0
2
0
67
8
3
1
0
0
0
0
21
4 Mile Dr and Stillwater Access E
0
0
0
0
0
0
0
1
0
0
3
0
4 Mile Dr and Stillwater Access W
0
1 0
0
0
0
0
0
1
0
0
3
0
Timberwolf Pkwy and Timberwolf Access N
28
1 0
1 0
1 0
0
0
0
0
9
0
0
0
Stillwater Road TIS Review Additional Trips 1/16/2023
PM Peak
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBTV.
Phase A (additional trips) 430 Stillwater
2027
NB
SB
EB
WB
Intersection
L
T
R
L
T
R
L
T
R
L
T
R
Stillwater Rd and Reserve Dr
0
0
11
0
0
0
0
0
0
15
0
0
Stillwater Rd and Timberwolf Pkwy
0
11
0
0
15
0
0
0
0
0
0
0
Stillwater Rd and Development Access
0
0
0
0
0
0
0
0
0
0
0
0
Stillwater Rd and Timberwolf Access S
0
0
0
0
0
0
0
0
0
0
0
0
Stillwater Rd and Stillwater Crossing
36
10
0
0
14
5
3
0
26
0
0
0
Stillwater Rd and 4 Mile Dr
9
5
0
21
3
16
13
55
7
0
75
29
4 Mile Dr and Stillwater Access E
0
0
0
56
0
7
9
18
0
0
Mile Dr and Stillwater Access W
0
0
0
15
0
2
3
12
0
0Timberwolf
t23M774
Pkwy and Timberwolf Access N
0
0
0
0
0
0
0
0
0
0
Phase B (additional trips) Starling Subd.
2027
NB
SB
EB
WB
Intersection
L
T
R
L
T
R
L
T
R
L
T
R
Stillwater Rd and Reserve Dr
6
4
31
0
7
0
0
0
11
53
0
0
Stillwater Rd and Timberwolf Pkwy
84
17
0
0
28
42
25
8
50
0
14
0
Stillwater Rd and Development Access
66
84
0
0
50
28
17
0
39
0
0
0
Stillwater Rd and Timberwolf Access S
0
0
0
0
0
0
0
0
0
0
0
1 0
Stillwater Rd and Stillwater Crossing
0
150
0
0
89
0
0
0
0
0
0
0
Stillwater Rd and 4 Mile Dr
0
30
0
62
18
9
15
0
0
0
0
105
4 Mile Dr and Stillwater Access E
0
0
0
0
0
0
0
15
0
0
9
0
4 Mile Dr and Stillwater Access W
0
0
0
0
0
0
0
15
0
0
9
0
Timberwolf Pkwy and Timberwolf Access N
1 0
0
0
1 0
0
0
1 0
0
0
0
0
0
Phase C (additional trips) Timberwolf Ridge
2027
NB
SB
EB
WB
Intersection
L
T
R
L
T
R
L
T
R
L
T
R
Stillwater Rd and Reserve Dr
0
0
20
0
0
0
0
0
0
34
0
0
Stillwater Rd and Timberwolf Pkwy
0
16
21
10
27
0
0
0
0
12
0
6
Stillwater Rd and Development Access
0
29
28
12
27
0
0
0
0
17
0
7
Stillwater Rd and Timberwolf Access S
0
48
36
15
1 29
0
0
0
0
22
0
9
Stillwater Rd and Stillwater Crossing
0
85
0
0
50
0
0
0
0
0
0
0
Stillwater Rd and 4 Mile Dr
0
8
0
43
5
2
4
0
0
0
0
73
4 Mile Dr and Stillwater Access E
0
0
0
0
0
0
0
4
0
0
2
0
4 Mile Dr and Stillwater Access W
0
1 0
0
0
0
0
0
4
0
0
2
0
Timberwolf Pkwy and Timberwolf Access N
18
1 0
1 0
1 0
0
0
0
0
30
0
0
0
KLI
Appendix C— LOS Results Summary
Stillwater Road TIS Review Level of Service 1/18/2023
AM Peak
*Highlight shows worsening LOS, as compared to No -Build
No -Build (Existing)
Delay (sec/veh)
Level of Service
No development (2022)
Approach
Approach
Intersection LOS
Intersection
NB
SB
EB
W13
Int.
NB
SB
EB
WB
Int. Delay
Worst
Approach
Stillwater Rd and Reserve Dr
4
4
6
4
5
A
A
A
A
A
Stillwater Rd and Timberwolf Pkwy
0
2
-
11
1
A
A
-
B
A
B
Stillwater Rd and 4 Mile Dr
0
6
13
11
6
A
I A
I B
I B
A
B
No -Build (Future)
Delay (sec/veh)
Level of Service
No development (2027)
Approach
Approach
Intersection LOS
Intersection
NB
SB
EB
W13
Int.
NB
SB
EB
WB
Int. Delay
Worst
Approach
Stillwater Rd and Reserve Dr
5
4
6
5
5
A
A
A
A
A
Stillwater Rd and Timberwolf Pkwy
0
2
-
11
1
A
A
-
B
A
B
Stillwater Rd and 4 Mile Dr
0
6
13
11
6
A
I A
I B
I B
A
B
Phase A Build
Delay (sec/veh)
Level of Service
430 Stillwater (2027)
Approach
Int.
Approach
Intersection LOS
Intersection
NB
SB
EB
WB
NB
SB
EB
WB
Int. Delay
Worst
Approach
Stillwater Rd and Reserve Dr
5
4
7
5
5
A
A
A
A
A
Stillwater Rd and Timberwolf Pkwy
0
2
-
11
1
A
A
-
B
A
B
Stillwater Rd and Stillwater Crossing
0
0
9
-
1
A
A
A
-
A
A
Stillwater Rd and 4 Mile Dr
0
6
16
13
8
A
A
C
B
A
C
4 Mile Dr and Stillwater Access E
-
9
1
0
4
A
A
A
A
A
4 Mile Dr and Stillwater Access W
-
9
0
0
1 2
A
A
A
A
A
Phase B Build
Delay (sec/veh)
Level of Service
430 Stillwater and Starling Subd. (2027)
Approach
Int.
Approach
Intersection LOS
Intersection
NB
SB
EB
Ng
NB
SB
EB
W13
Int. Delay
Worst
Approach
Stillwater Rd and Reserve Dr
5
4
7
5
6
A
A
A
A
A
Stillwater Rd and Timberwolf Pkwy
1
1
12
14
3
A
A
B
B
A
B
Stillwater Rd and Development Access
0
0
11
-
2
A
A
B
A
B
Stillwater Rd and Stillwater Crossing
0
0
10
-
1
A
A
A
A
A
Stillwater Rd and 4 Mile Dr
0
6
1 27
16
10
A
A
D
C
B
D
4 Mile Dr and Stillwater Access E
-
9
0
0
4
A
A
A
A
A
4 Mile Dr and Stillwater Access W
9
1 0
0
2
A
A
I A
A
A
Phase C Build
Delay (sec/veh)
Level of Service
430 Stillwater, Starling Subd., and Timberwolf
Ridge (2027)
Approach
Int.
Approach
Intersection LOS
Intersection
NB
SB
EB
W13
NB
SB
EB
W13Int.
Delay
Worst
Approach
Stillwater Rd and Reserve Dr
6
4
7
5
6
A
A
A
A
A
Stillwater Rd and Timberwolf Pkwy
0
1
13
15
4
A
A
B
C
A
C
Stillwater Rd and Development Access
0
0
12
15
2
A
A
B
B
A
B
Stillwater Rd and Timberwolf Access S
0
0
-
11
1
A
A
-
B
A
B
Stillwater Rd and Stillwater Crossing
0
0
10
-
1
A
A
B
A
B
Stillwater Rd and 4 Mile Dr
0
6
43
19
13
A
A
C
B
E
4 Mile Dr and Stillwater Access E
-
9
0
0
3
A
A
A
A
A
4 Mile Dr and Stillwater Access W
-
9
0
0
2
A
A
A
A
A
Timberwolf Pkwy and Timberwolf Access N
9
8
4
0
6
A
A
A
A
A
A
Phase C Mitigation
Delay (sec/veh)
Level of Service
430 Stillwater, Starling Subd., and Timberwolf
Ridge (2027)
Approach
Int.
Approach
Intersection LOS
Intersection
NB
SB
EB
W13NB
SB
EB
W13Int.
Delay
Worst
Approach
Stillwater Rd and Reserve Dr
6
4
7
5
6
A
A
A
A
A
Stillwater Rd and Timberwolf Pkwy
0
1
13
15
4
A
A
B
B
A
B
Stillwater Rd and Development Access
0
0
12
151
2
A
A
B
B
A
B
Stillwater Rd and Timberwolf Access S
0
0
-
11
1
A
A
-
B
A
B
Stillwater Rd and Stillwater Crossing
0
0
10
-
1
A
A
I B
-
A
B
Stillwater Rd and 4 Mile Dr
14
14
12
13
14
B
B
B
B
B
4 Mile Dr and Stillwater Access E
-
9
0
0
3
A
A
A
A
A
4 Mile Dr and Stillwater Access W
-
9
0
0
2
A
A
A
A
A
Timberwolf Pkwy and Timberwolf Access N
9
8
4
0
6
A
A
A
A
A
A
Stillwater Road TIS Review Level of Service 1/18/2023
PM Peak
*Highlight shows worsening LOS, as compared to No -Build
No -Build (Existing)
Delay (sec/veh)
Level of Service
No development (2022)
Approach
Approach
Intersection LOS
Intersection
NB
SB
EB
W13
Int.
NB
SB
EB
WB
Int. Delay
Worst
Approach
Stillwater Rd and Reserve Dr
4
5
4
5
5
A
A
A
A
A
Stillwater Rd and Timberwolf Pkwy
0
1
-
10
3
A
A
-
A
A
A
Stillwater Rd and 4 Mile Dr
0
5
11
11
7
A
I A
I B
I B
A
B
No -Build (Future)
Delay (sec/veh)
Level of Service
No development (2027)
Approach
Approach
Intersection LOS
Intersection
NB
SB
EB
W13
Int.
NB
SB
EB
WB
Int. Delay
Worst
Approach
Stillwater Rd and Reserve Dr
4
5
4
5
5
A
A
A
A
A
Stillwater Rd and Timberwolf Pkwy
0
1
-
10
3
A
A
-
A
A
A
Stillwater Rd and 4 Mile Dr
0
5
11
11
7
A
I A
I B
I B
A
B
Phase A Build
Delay (sec/veh)
Level of Service
430 Stillwater (2027)
Approach
Int.
Approach
Intersection LOS
Intersection
NB
SB
EB
WB
NB
SB
EB
WB
Int. Delay
Worst
Approach
Stillwater Rd and Reserve Dr
4
5
4
5
5
A
A
A
A
A
Stillwater Rd and Timberwolf Pkwy
0
1
-
10
3
A
A
-
A
A
A
Stillwater Rd and Stillwater Crossing
2
0
9
-
2
A
A
A
-
A
A
Stillwater Rd and 4 Mile Dr
1
5
14
13
9
A
A
B
B
A
B
4 Mile Dr and Stillwater Access E
-
9
2
0
3
A
A
A
A
A
4 Mile Dr and Stillwater Access W
-
9
1
0
1 2
A
A
A
A
A
Phase B Build
Delay (sec/veh)
Level of Service
430 Stillwater and Starling Subd. (2027)
Approach
Int.
Approach
Intersection LOS
Intersection
NB
SB
EB
Ng
NB
SB
EB
W13
Int. Delay
Worst
Approach
Stillwater Rd and Reserve Dr
5
6
5
6
5
A
A
A
A
A
Stillwater Rd and Timberwolf Pkwy
3
0
12
13
5
A
A
B
B
A
B
Stillwater Rd and Development Access
2
0
10
-
2
A
A
B
A
B
Stillwater Rd and Stillwater Crossing
1
0
10
-
1
A
A
A
A
A
Stillwater Rd and 4 Mile Dr
1
5
22
16
12
A
A
C
C
B
C
4 Mile Dr and Stillwater Access E
-
10
1
0
3
A
A
A
A
A
4 Mile Dr and Stillwater Access W
9
1
0
2
A
A
A
A
A
Phase C Build
Delay (sec/veh)
Level of Service
430 Stillwater, Starling Subd., and Timberwolf
Ridge (2027)
Approach
Int.
Approach
Intersection LOS
Intersection
NB
SB
EB
W13
NB
SB
EB
W13Int.
Delay
Worst
Approach
Stillwater Rd and Reserve Dr
5
6
5
6
6
A
A
A
A
A
Stillwater Rd and Timberwolf Pkwy
3
1
12
15
5
A
A
B
C
A
C
Stillwater Rd and Development Access
2
0
11
14
3
A
A
B
B
A
B
Stillwater Rd and Timberwolf Access S
0
1
-
10
1
A
A
-
B
A
B
Stillwater Rd and Stillwater Crossing
1
0
10
-
1
A
A
B
A
B
Stillwater Rd and 4 Mile Dr
1
5
33
20
15
A
A
D
C
B
D
4 Mile Dr and Stillwater Access E
-
10
1
0
3
A
A
A
A
A
4 Mile Dr and Stillwater Access W
-
9
1
0
1
A
A
A
A
A
Timberwolf Pkwy and Timberwolf Access N
9
8
1
0
5
A
A
A
A
A
A
Phase C Mitigation
Delay (sec/veh)
Level of Service
430 Stillwater, Starling Subd., and Timberwolf
Ridge (2027)
Approach
Int.
Approach
Intersection LOS
Intersection
NB
SB
EB
W13NB
SB
EB
W13Int.
Delay
Worst
Approach
Stillwater Rd and Reserve Dr
5
6
5
6
6
A
A
A
A
A
Stillwater Rd and Timberwolf Pkwy
3
1
12
14
5
A
A
B
B
A
B
Stillwater Rd and Development Access
2
0
11
141
3
A
A
B
B
A
B
Stillwater Rd and Timberwolf Access S
0
1
-
10
1
A
A
-
B
A
B
Stillwater Rd and Stillwater Crossing
1
0
10
-
1
A
A
I B
-
A
B
Stillwater Rd and 4 Mile Dr
12
13
12
15
13
B
B
B
B
B
B
4 Mile Dr and Stillwater Access E
-
10
1
0
3
A
A
A
A
A
4 Mile Dr and Stillwater Access W
-
9
1
0
1
A
A
A
A
A
Timberwolf Pkwy and Timberwolf Access N
9
8
1
0
5
A
A
A
A
A
A
Generated with UM19910M Scenario 1: 1 Existing AM 1/17/2023
Version 2022 (SP 0-
Intersection Level Of Service Report
Intersection 1: Stillwater Rd and Reserve Dr
Control Type: Roundabout Delay (sec / veh): 5.1
Analysis Method: HCM 7th Edition Level Of Service: A
Analysis Period: 15 minutes
Intersection Setup
Name
Stillwater Rd
Stillwater Rd
Reserve Dr
Reserve Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
I Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
0
0
Entry Pocket Length [ft]
10(, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
55.00
55.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
Yes
Yes
Yes
Yes
Volumes
Name
Stillwater Rd
Stillwater Rd
Reserve Dr
Reserve Dr
Base Volume Input [veh/h]
36
23
56
28
52
4
7
221
120
88
108
28
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
Proportion of CAVs [%]
0.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
36
23
56
28
52
4
7
1 221
1 120
88
108
1 28
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
9
6
14
7
13
1
2
55
30
22
27
7
Total Analysis Volume [veh/h]
36
23
56
28
52
4
7
221
120
88
108
28
Pedestrian Volume [ped/h]
0
0
0
0
D1
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 1: 1 Existing AM
1 /17/2023
Number of Conflicting Circulating Lanes
1
1
1
1
Circulating Flow Rate [veh/h]
261
237
171
67
Exiting Flow Rate [veh/h]
265
59
151
311
Demand Flow Rate [veh/h]
36
23
56
28
52
4
7
221
120
88
108
28
Adjusted Demand Flow Rate [veh/h]
36
23
56
28
52
4
7
221
120
88
108
28
Lanes
Overwrite Calculated Critical Headway
No
No
No
No
User -Defined Critical Headway [s]
I.....
W
W
W
Overwrite Calculated Follow -Up Time
No
No
No
No
User -Defined Follow -Up Time [s]
3._
3.0
3.00
3.00
A (intercept)
1380.00
1380.00
1380.00
1380.00
B (coefficient)
0.00102
0.00102
0.00102
0.00102
HV Adjustment Factor
0.98
0.98
0.98
0.98
Entry Flow Rate [veh/h]
118
86
355
229
Capacity of Entry and Bypass Lanes [veh/h]
1058
1085
1159
1289
Pedestrian Impedance
1.00
1.00
1.00
1.00
Capacity per Entry Lane [veh/h]
1037
1063
1136
1264
X, volume / capacity
0.11
0.08
0.31
0.18
Movement, Approach, & Intersection Results
Lane LOS
A
A
A
A
95th-Percentile Queue Length [veh]
0.37
0.26
1.31
0.64
95th-Percentile Queue Length [ft]
9.33
6.42
32.69
16.09
Approach Delay [s/veh]
4.46
4.07
6.09
4.35
Approach LOS
A
A
A
A
Intersection Delay [s/veh]
5.12
Intersection LOS
A
LPL
Generated with UM19910M Scenario 1: 1 Existing AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 2: Stillwater Rd and Timberwolf Pkwy
Two-way stop Delay (sec / veh): 11.4
HCM 7th Edition Level Of Service: B
15 minutes Volume to Capacity (v/c): 0.021
Name
Stillwater Rd
Stillwater Rd
Timberwolf Pkwy
Approach
Northbound
Southbound
Westbound
Lane Configuration
�"►
�"�
Turning Movement
Thru
Right
Left
Thru
Left
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
30.00
35.00
25.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
Timberwolf Pkwy
Base Volume Input [veh/h]
256
32
24
101
12
8
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
256
32
24
101
12
8
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
64
8
6
25
3
2
Total Analysis Volume [veh/h]
256
32
24
101
12
8
Pedestrian Volume [ped/h]
D3
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 1: 1 Existing AM
1 /17/2023
Priority Scheme
Free
Free
Stop
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.02
0.02
0.01
d_M, Delay for Movement [s/veh]
7.85
11.42
9.88
Movement LOS
A
A
A
A
B
A
95th-Percentile Queue Length [veh/In]
0.00
0.00
0.04
0.04
0.10
0.10
95th-Percentile Queue Length [ft/In]
0.00
0.00
1.01
1.01
2.41
2.41
d_A, Approach Delay [s/veh]
0.00
1.51
10.80
Approach LOS
A
A
B
d_I, Intersection Delay [s/veh]
0.93
Intersection LOS
B
all
Generated with UM19910M Scenario 1: 1 Existing AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 6: Stillwater Rd and 4 Mile Dr
Two-way stop Delay (sec / veh): 14.6
HCM 7th Edition Level Of Service: B
15 minutes Volume to Capacity (v/c): 0.025
Name
Stillwater Rd
Stillwater Rd
4 Mile Dr
4 Mile Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
,iF
+
i F
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
1
0
0
0
1
0
Entry Pocket Length [ft]
60.00
160.00
Floc, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
35.00
35.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
No
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
4 Mile Dr
4 Mile Dr
Base Volume Input [veh/h]
8
132
1 63
72
1 24
4
10
20
1 4
40
1 23
1 152
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
1 2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
TT
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
8
132
63
72
24
4
10
20
4
40
23
152
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
2
33
16
18
6
1
3
5
1
10
6
38
Total Analysis Volume [veh/h]
8
132
63
72
24
4
10
20
4
40
23
152
Pedestrian Volume [ped/h]
D5
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 1: 1 Existing AM
1 /17/2023
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.01
j.00
O.Ou
0.05
0.03
1 0.04
1 0.00
0.07
1 0.04
0.17
d_M, Delay for Movement [s/veh]
7.28
)
7.76
1
14.60
1 12.44
1 8.95
12.23
12.87
10.29
Movement LOS
A
A
A
A
A
A
B
B
A
B
B
B
95th-Percentile Queue Length [veh/In]
0.01
0.01
0.01
0.17
0.00
0.00
0.22
0.22
0.22
0.24
0.81
0.81
95th-Percentile Queue Length [ft/In]
0.36
0.36
0.36
4.13
0.00
0.00
5.41
5.41
5.41
6.01
T0.34
20.34
d_A, Approach Delay [s/veh]
0.29
5.58
12.66
10.93
Approach LOS
A
A
B
B
d_I, Intersection Delay [s/veh]
6.15
Intersection LOS
B
0
Generated with UM Scenario 1: 1 Existing AM 1/17/2023
Version 2022 (SP 0-7)
Traffic Volume - Base Volume
Stillwater Rd and Reserve Dr Stillwater Rd and Timberwolf Stillwater Rd and 4 Mile Dr
r -.)l� �
7 28
221 - as
10
0)CQT /
g 10 152
12 2023
CP W a /
� N
D7
Generated with UM19910M Scenario 2: 2 Existing PM 1/17/2023
Version 2022 (SP 0-
Intersection Level Of Service Report
Intersection 1: Stillwater Rd and Reserve Dr
Control Type: Roundabout Delay (sec / veh): 4.7
Analysis Method: HCM 7th Edition Level Of Service: A
Analysis Period: 15 minutes
Intersection Setup
Name
Stillwater Rd
Stillwater Rd
Reserve Dr
Reserve Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
I Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
0
0
Entry Pocket Length [ft]
10(, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
55.00
55.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
Yes
Yes
Yes
Yes
Volumes
Name
Stillwater Rd
Stillwater Rd
Reserve Dr
Reserve Dr
Base Volume Input [veh/h]
52
24
52
52
41
9
4
114
28
33
251
29
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
Proportion of CAVs [%]
0.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
52
24
52
52
41
9
4
114
28
33
251
29
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
13
6
13
13
10
2
1
29
7
8
63
7
Total Analysis Volume [veh/h]
52
24
52
52
41
9
4
114
28
33
251
29
Pedestrian Volume [ped/h]
0
0
0
0
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 2: 2 Existing PM
1 /17/2023
Number of Conflicting Circulating Lanes
1
1
1
1
Circulating Flow Rate [veh/h]
173
343
129
82
Exiting Flow Rate [veh/h]
104
58
318
222
Demand Flow Rate [veh/h]
52
24
52
52
41
9
4
114
28
33
251
29
Adjusted Demand Flow Rate [veh/h]
52
24
52
52
41
9
4
114
28
33
251
29
Lanes
Overwrite Calculated Critical Headway
No
No
No
No
User -Defined Critical Headway [s]
I.....
W
W
W
Overwrite Calculated Follow -Up Time
No
No
No
No
User -Defined Follow -Up Time [s]
3._
3.0
3.00
3.00
A (intercept)
1380.00
1380.00
1380.00
1380.00
B (coefficient)
0.00102
0.00102
0.00102
0.00102
HV Adjustment Factor
0.98
0.98
0.98
0.98
Entry Flow Rate [veh/h]
131
105
149
320
Capacity of Entry and Bypass Lanes [veh/h]
1157
973
1211
1270
Pedestrian Impedance
1.00
1.00
1.00
1.00
Capacity per Entry Lane [veh/h]
1134
954
1187
1245
X, volume / capacity
0.11
0.11
0.12
0.25
Movement, Approach, & Intersection Results
Lane LOS
A
A
A
A
95th-Percentile Queue Length [veh]
0.38
0.36
0.42
1.00
95th-Percentile Queue Length [ft]
9.52
8.95
10.49
24.98
Approach Delay [s/veh]
4.14
4.76
4.07
5.12
Approach LOS
A
A
A
A
Intersection Delay [s/veh]
4.66
Intersection LOS
A
ce
Generated with UM19910M Scenario 2: 2 Existing PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 2: Stillwater Rd and Timberwolf Pkwy
Two-way stop Delay (sec / veh): 9.9
HCM 7th Edition Level Of Service: A
15 minutes Volume to Capacity (v/c): 0.060
Name
Stillwater Rd
Stillwater Rd
Timberwolf Pkwy
Approach
Northbound
Southbound
Westbound
Lane Configuration
�"►
�"�
Turning Movement
Thru
Right
Left
Thru
Left
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
30.00
35.00
25.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
Timberwolf Pkwy
Base Volume Input [veh/h]
61
16
8
95
48
32
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
61
16
8
95
48
32
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
15
4
2
24
12
8
Total Analysis Volume [veh/h]
61
16
8
95
48
32
Pedestrian Volume [ped/h]
D10
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 2: 2 Existing PM
1 /17/2023
Priority Scheme
Free
Free
Stop
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.01
0.06
0.03
d_M, Delay for Movement [s/veh]
7.37
9.89
9.04
Movement LOS
A
A
A
A
A
A
95th-Percentile Queue Length [veh/In]
0.00
0.00
0.01
0.01
0.30
0.30
95th-Percentile Queue Length [ft/In]
0.00
0.00
0.33
0.33
7.56
7.56
d_A, Approach Delay [s/veh]
0.00
0.57
9.55
Approach LOS
A
A
A
d_I, Intersection Delay [s/veh]
3.17
Intersection LOS
A
D11
Generated with UM19910M Scenario 2: 2 Existing PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 6: Stillwater Rd and 4 Mile Dr
Two-way stop Delay (sec / veh): 11.5
HCM 7th Edition Level Of Service: B
15 minutes Volume to Capacity (v/c): 0.148
Name
Stillwater Rd
Stillwater Rd
4 Mile Dr
4 Mile Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
,iF
+
i F
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
1
0
0
0
1
0
Entry Pocket Length [ft]
60.00
160.00
Floc, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
35.00
35.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
No
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
4 Mile Dr
4 Mile Dr
Base Volume Input [veh/h]
4
16
64
70
36
4
2
24
0
96
22
60
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
1 2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
TT
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
4
16
64
70
36
4
2
24
0
96
22
60
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
1
4
16
18
9
1
1
6
0
24
6
15
Total Analysis Volume [veh/h]
4
16
64
70
36
4
2
24
0
96
22
60
Pedestrian Volume [ped/h]
D12
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 2: 2 Existing PM
1 /17/2023
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.00
j.00
O.Ou
0.05
0.00
1 0.04
0.00
0.15
1 0.03
0.06
d_M, Delay for Movement [s/veh]
7.30
)
7.49T11.40
11.18
11.52
11.12
8.95
Movement LOS
A
A
A
A
A
A
B
B
B
B
A
95th-Percentile Queue Length [veh/In]
0.01
0.01
0.01
0.14
0.00
0.00
0.13
0.13
0.13
0.52
0.31
0.31
95th-Percentile Queue Length [ft/In]
0.19
0.19
0.19
3.62
0.00
0.00
3.35
1 3.35
- --
12.95
7.72
7.72
d_A, Approach Delay [s/veh]
0.35
4.76
11.20
10.60
Approach LOS
A
A
B
B
d_I, Intersection Delay [s/veh]
6.86
Intersection LOS
B
D13
Generated with UM Scenario 2: 2 Existing PM 1/17/2023
Version 2022 (SP 0-7)
Traffic Volume - Base Volume
Stillwater Rd and Reserve Dr Stillwater Rd and Timberwolf Stillwater Rd and 4 Mile Dr
�vun'i Y_ N gc a
t
4 29
2$ — 61
t }
32 4 J 6022
D14
Generated with 92MM NUM Scenario 3: 3 Future No -Build AM 1/17/2023
Version 2022 (SP 0-
Intersection Level Of Service Report
Intersection 1: Stillwater Rd and Reserve Dr
Control Type: Roundabout Delay (sec / veh): 5.4
Analysis Method: HCM 7th Edition Level Of Service: A
Analysis Period: 15 minutes
Intersection Setup
Name
Stillwater Rd
Stillwater Rd
Reserve Dr
Reserve Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
I Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
0
0
Entry Pocket Length [ft]
10(, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
55.00
55.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
Yes
Yes
Yes
Yes
Volumes
Name
Stillwater Rd
Stillwater Rd
Reserve Dr
Reserve Dr
Base Volume Input [veh/h]
39
25
60
30
56
4
8
238
129
95
116
30
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
1 2.00
2.00
2.00
2.00
Proportion of CAVs [%]
0.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
39
25
60
30
56
4
8
1 238
1 129
95
116
1 30
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
10
6
15
8
14
1
2
60
32
24
29
8
Total Analysis Volume [veh/h]
39
25
60
30
56
4
8
238
129
95
116
30
Pedestrian Volume [ped/h]
0
0
0
0
D15
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 3: 3 Future No -Build AM
1 /17/2023
Number of Conflicting Circulating Lanes
1
1
1
1
Circulating Flow Rate [veh/h]
282
255
185
73
Exiting Flow Rate [veh/h]
286
64
162
335
Demand Flow Rate [veh/h]
39
25
60
30
56
4
8
238
129
95
116
30
Adjusted Demand Flow Rate [veh/h]
39
25
60
30
56
4
8
238
129
95
116
30
Lanes
Overwrite Calculated Critical Headway
No
No
No
No
User -Defined Critical Headway [s]
I.....
W
W
W
Overwrite Calculated Follow -Up Time
No
No
No
No
User -Defined Follow -Up Time [s]
3._
3.0
3.00
3.00
A (intercept)
1380.00
1380.00
1380.00
1380.00
B (coefficient)
0.00102
0.00102
0.00102
0.00102
HV Adjustment Factor
0.98
0.98
0.98
0.98
Entry Flow Rate [veh/h]
127
92
383
246
Capacity of Entry and Bypass Lanes [veh/h]
1036
1064
1144
1281
Pedestrian Impedance
1.00
1.00
1.00
1.00
Capacity per Entry Lane [veh/h]
1016
1044
1121
1256
X, volume / capacity
0.12
0.09
0.33
0.19
Movement, Approach, & Intersection Results
Lane LOS
A
A
A
A
95th-Percentile Queue Length [veh]
0.42
0.28
1.48
0.71
95th-Percentile Queue Length [ft]
10.40
7.07
37.12
17.72
Approach Delay [s/veh]
4.65
4.21
6.49
4.51
Approach LOS
A
A
A
A
Intersection Delay [s/veh]
5.39
Intersection LOS
A
D16
Generated with 92MM NUM Scenario 3: 3 Future No -Build AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 2: Stillwater Rd and Timberwolf Pkwy
Two-way stop Delay (sec / veh): 11.7
HCM 7th Edition Level Of Service: B
15 minutes Volume to Capacity (v/c): 0.024
Name
Stillwater Rd
Stillwater Rd
Timberwolf Pkwy
Approach
Northbound
Southbound
Westbound
Lane Configuration
�"►
�"�
Turning Movement
Thru
Right
Left
Thru
Left
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
30.00
35.00
25.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
Timberwolf Pkwy
Base Volume Input [veh/h]
276
34
26
109
13
9
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
276
34
26
109
13
9
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
69
9
7
27
3
2
Total Analysis Volume [veh/h]
276
34
26
109
13
9
Pedestrian Volume [ped/h]
D17
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 3: 3 Future No -Build AM
1 /17/2023
Priority Scheme
Free
Free
Stop
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.02
0.02
0.01
d_M, Delay for Movement [s/veh]
7.91
11.74
10.04
Movement LOS
A
A
A
A
B
B
95th-Percentile Queue Length [veh/In]
0.00
0.00
0.04
0.04
0.11
0.11
95th-Percentile Queue Length [ft/In]
0.00
0.00
1.10
1.10
2.77
2.77
d_A, Approach Delay [s/veh]
0.00
1.52
11.05
Approach LOS
A
A
B
d_I, Intersection Delay [s/veh]
0.96
Intersection LOS
B
i
Generated with 92MM NUM Scenario 3: 3 Future No -Build AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 6: Stillwater Rd and 4 Mile Dr
Two-way stop Delay (sec / veh): 15.5
HCM 7th Edition Level Of Service: C
15 minutes Volume to Capacity (v/c): 0.030
Name
Stillwater Rd
Stillwater Rd
4 Mile Dr
4 Mile Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
,iF
+
i F
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
1
0
0
0
1
0
Entry Pocket Length [ft]
60.00
160.00
Floc, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
35.00
35.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
No
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
4 Mile Dr
4 Mile Dr
Base Volume Input [veh/h]
9
142
68
78
26
4
11
22
4
43
25
164
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
1 2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
TT
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
9
142
68
78
26
4
11
22
4
43
25
164
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
2
36
17
20
7
1
3
6
1
11
6
41
Total Analysis Volume [veh/h]
9
142
68
78
26
4
11
22
4
43
25
164
Pedestrian Volume [ped/h]
D19
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 3: 3 Future No -Build AM
1 /17/2023
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.01
j.00
O.Ou
0.06
0.03
1 0.04
1 0.00
0.08
1 0.05
0.19
d_M, Delay for Movement [s/veh]
7.29
)
7.81
1
15.54
1 12.90
1 9.09
12.74
13.36
10.55
Movement LOS
A
A
A
A
A
A
C
B
A
B
B
B
95th-Percentile Queue Length [veh/In]
0.02
0.02
0.02
0.18
0.00
0.00
0.25
0.25
0.25
0.28
1 0.92
0.92
95th-Percentile Queue Length [ft/In]
0.40
0.40
0.40
4.56
0.00
0.00
6.35
6.35
6.35
6.90T3.07
23.07
d_A, Approach Delay [s/veh]
0.30
5.64
13.27
11.26
Approach LOS
A
A
B
B
d_I, Intersection Delay [s/veh]
6.34
Intersection LOS
C
D20
Generated with F2MKTI i7Ti7 Scenario 3: 3 Future No -Build AM 1 /17/2023
Version 2022 (SP 0-7)
Traffic Volume - Base Volume
Stillwater Rd and Reserve Dr Stillwater Rd and Timberwolf Stillwater Rd and 4 Mile Dr
9 11 164
13 22 26
f d � � 43
rn�
D21
Generated with 92MM NUM Scenario 4: 4 Future No -Build PM 1/17/2023
Version 2022 (SP 0-
Intersection Level Of Service Report
Intersection 1: Stillwater Rd and Reserve Dr
Control Type: Roundabout Delay (sec / veh): 4.9
Analysis Method: HCM 7th Edition Level Of Service: A
Analysis Period: 15 minutes
Intersection Setup
Name
Stillwater Rd
Stillwater Rd
Reserve Dr
Reserve Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
I Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
0
0
Entry Pocket Length [ft]
10(, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
55.00
55.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
Yes
Yes
Yes
Yes
Volumes
Name
Stillwater Rd
Stillwater Rd
Reserve Dr
Reserve Dr
Base Volume Input [veh/h]
56
26
56
56
44
10
4
123
30
36
270
31
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
1 2.00
2.00
2.00
2.00
Proportion of CAVs [%]
0.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
56
26
56
56
44
10
4
123
30
36
270
31
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
14
7
14
14
11
3
1
31
8
9
68
8
Total Analysis Volume [veh/h]
56
26
56
56
44
10
4
123
30
36
270
31
Pedestrian Volume [ped/h]
0
0
0
0
D22
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 4: 4 Future No -Build PM
1 /17/2023
Number of Conflicting Circulating Lanes
1
1
1
1
Circulating Flow Rate [veh/h]
187
369
139
88
Exiting Flow Rate [veh/h]
112
62
343
240
Demand Flow Rate [veh/h]
56
26
56
56
44
10
4
123
30
36
270
31
Adjusted Demand Flow Rate [veh/h]
56
26
56
56
44
10
4
123
30
36
270
31
Lanes
Overwrite Calculated Critical Headway
No
No
No
No
User -Defined Critical Headway [s]
I.....
W
W
W
Overwrite Calculated Follow -Up Time
No
No
No
No
User -Defined Follow -Up Time [s]
3._
3.0
3.00
3.00
A (intercept)
1380.00
1380.00
1380.00
1380.00
B (coefficient)
0.00102
0.00102
0.00102
0.00102
HV Adjustment Factor
0.98
0.98
0.98
0.98
Entry Flow Rate [veh/h]
141
113
161
344
Capacity of Entry and Bypass Lanes [veh/h]
1141
947
1198
1262
Pedestrian Impedance
1.00
1.00
1.00
1.00
Capacity per Entry Lane [veh/h]
1119
929
1175
1238
X, volume / capacity
0.12
0.12
0.13
0.27
Movement, Approach, & Intersection Results
Lane LOS
A
A
A
A
95th-Percentile Queue Length [veh]
0.42
0.40
0.46
1.11
95th-Percentile Queue Length [ft]
10.52
10.04
11.53
27.80
Approach Delay [s/veh]
4.29
4.99
4.21
5.36
Approach LOS
A
A
A
A
Intersection Delay [s/veh]
4.86
Intersection LOS
A
D23
Generated with 92MM NUM Scenario 4: 4 Future No -Build PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 2: Stillwater Rd and Timberwolf Pkwy
Two-way stop Delay (sec / veh): 10.0
HCM 7th Edition Level Of Service: B
15 minutes Volume to Capacity (v/c): 0.066
Name
Stillwater Rd
Stillwater Rd
Timberwolf Pkwy
Approach
Northbound
Southbound
Westbound
Lane Configuration
�"►
�"�
Turning Movement
Thru
Right
Left
Thru
Left
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
30.00
35.00
25.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
Timberwolf Pkwy
Base Volume Input [veh/h]
66
17
9
102
52
34
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
66
17
9
102
52
34
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
17
4
2
26
13
9
Total Analysis Volume [veh/h]
66
17
9
102
52
34
Pedestrian Volume [ped/h]
D24
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 4: 4 Future No -Build PM
1 /17/2023
Priority Scheme
Free
Free
Stop
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.01
0.07
0.03
d_M, Delay for Movement [s/veh]
7.39
10.03
9.11
Movement LOS
A
A
A
A
B
A
95th-Percentile Queue Length [veh/In]
0.00
0.00
0.02
0.02
0.33
0.33
95th-Percentile Queue Length [ft/In]
0.00
0.00
0.38
0.38
8.33
8.33
d_A, Approach Delay [s/veh]
0.00
0.60
9.67
Approach LOS
A
A
A
d_I, Intersection Delay [s/veh]
3.21
Intersection LOS
B
D25
Generated with 92MM NUM Scenario 4: 4 Future No -Build PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 6: Stillwater Rd and 4 Mile Dr
Two-way stop Delay (sec / veh): 11.9
HCM 7th Edition Level Of Service: B
15 minutes Volume to Capacity (v/c): 0.165
Name
Stillwater Rd
Stillwater Rd
4 Mile Dr
4 Mile Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
,iF
+
i F
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
1
0
0
0
1
0
Entry Pocket Length [ft]
60.00
160.00
Floc, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
35.00
35.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
No
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
4 Mile Dr
4 Mile Dr
Base Volume Input [veh/h]
4
17
69
75
39
4
2
26
0
103
24
65
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
1 2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
TT
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
4
17
69
75
39
4
2
1 26
1 0
103T
24
1 65
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
1
4
17
19
10
1
1
7
0
26
6
16
Total Analysis Volume [veh/h]
4
17
69
75
39
4
2
26
0
103
24
65
Pedestrian Volume [ped/h]
D26
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 4: 4 Future No -Build PM
1 /17/2023
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.00
j.00
O.Ou
0.05
0.00
1 0.04
0.00
0.16
1 0.04
0.06
d_M, Delay for Movement [s/veh]
7.31
)
7.51
11.72
11.39
11.88
11.31
9.02
Movement LOS
A
A
A
A
A
A
B
B
B
B
A
95th-Percentile Queue Length [veh/In]
0.01
0.01
0.01
0.16
0.00
0.00
0.15
0.15
0.15
0.59
0.34
0.34
95th-Percentile Queue Length [ft/In]
0.19
0.19
0.19
3.92
0.00
0.00
3.73
1 3.73
? --
14.64
8.57
8.57
d_A, Approach Delay [s/veh]
0.32
4.77
11.41
10.84
Approach LOS
A
A
B
B
d_I, Intersection Delay [s/veh]
6.99
Intersection LOS
B
D27
Generated with F2MKTI i7Ti7 Scenario 4: 4 Future No -Build PM 1 /17/2023
Version 2022 (SP 0-7)
Traffic Volume - Base Volume
Stillwater Rd and Reserve Dr Stillwater Rd and Timberwolf Stillwater Rd and 4 Mile Dr
4 31
123 270
30 36
0)0)CD /
34 6 24
52 0 103
i
Generated with 92MMUNUIi7 Scenario 5: 5 Phase A Build AM 1/17/2023
Version 2022 (SP 0-
Intersection Level Of Service Report
Intersection 1: Stillwater Rd and Reserve Dr
Control Type: Roundabout Delay (sec / veh): 5.4
Analysis Method: HCM 7th Edition Level Of Service: A
Analysis Period: 15 minutes
Intersection Setup
Name
Stillwater Rd
Stillwater Rd
Reserve Dr
Reserve Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
I Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
0
0
Entry Pocket Length [ft]
10(, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
55.00
55.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
Yes
Yes
Yes
Yes
Volumes
Name
Stillwater Rd
Stillwater Rd
Reserve Dr
Reserve Dr
Base Volume Input [veh/h]
39
25
66
30
56
4
8
238
129
97
116
30
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
Proportion of CAVs [%]
0.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
39
25
66
30
56
4
8
1 238
1 129
97
116
1 30
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
10
6
17
8
14
1
2
60
32
24
29
8
Total Analysis Volume [veh/h]
39
25
66
30
56
4
8
238
129
97
116
30
Pedestrian Volume [ped/h]
0
0
0
0
D29
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 5: 5 Phase A Build AM
1 /17/2023
Number of Conflicting Circulating Lanes
1
1
1
1
Circulating Flow Rate [veh/h]
282
257
187
73
Exiting Flow Rate [veh/h]
288
64
162
341
Demand Flow Rate [veh/h]
39
25
66
30
56
4
8
238
129
97
116
30
Adjusted Demand Flow Rate [veh/h]
39
25
66
30
56
4
8
238
129
97
116
30
Lanes
Overwrite Calculated Critical Headway
No
No
No
No
User -Defined Critical Headway [s]
I.....
W
W
W
Overwrite Calculated Follow -Up Time
No
No
No
No
User -Defined Follow -Up Time [s]
3._
3.0
3.00
3.00
A (intercept)
1380.00
1380.00
1380.00
1380.00
B (coefficient)
0.00102
0.00102
0.00102
0.00102
HV Adjustment Factor
0.98
0.98
0.98
0.98
Entry Flow Rate [veh/h]
133
92
383
248
Capacity of Entry and Bypass Lanes [veh/h]
1036
1062
1141
1281
Pedestrian Impedance
1.00
1.00
1.00
1.00
Capacity per Entry Lane [veh/h]
1016
1041
1119
1256
X, volume / capacity
0.13
0.09
0.34
0.19
Movement, Approach, & Intersection Results
Lane LOS
A
A
A
A
95th-Percentile Queue Length [veh]
0.44
0.28
1.49
0.72
95th-Percentile Queue Length [ft]
10.97
7.08
37.24
17.90
Approach Delay [s/veh]
4.71
4.22
6.51
4.52
Approach LOS
A
A
A
A
Intersection Delay [s/veh]
5.41
Intersection LOS
A
D30
Generated with 92MMUNUIi7 Scenario 5: 5 Phase A Build AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 2: Stillwater Rd and Timberwolf Pkwy
Two-way stop Delay (sec / veh): 11.8
HCM 7th Edition Level Of Service: B
15 minutes Volume to Capacity (v/c): 0.024
Name
Stillwater Rd
Stillwater Rd
Timberwolf Pkwy
Approach
Northbound
Southbound
Westbound
Lane Configuration
�"►
�"�
Turning Movement
Thru
Right
Left
Thru
Left
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
35.00
35.00
25.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
Timberwolf Pkwy
Base Volume Input [veh/h]
282
34
26
111
13
9
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
282
34
26
111
13
9
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
71
9
7
28
3
2
Total Analysis Volume [veh/h]
282
34
26
111
13
9
Pedestrian Volume [ped/h]
D31
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 5: 5 Phase A Build AM
1 /17/2023
Priority Scheme
Free
Free
Stop
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.02
0.02
0.01
d_M, Delay for Movement [s/veh]
7.92
11.82
10.08
Movement LOS
A
A
A
A
B
B
95th-Percentile Queue Length [veh/In]
0.00
0.00
0.04
0.04
0.11
0.11
95th-Percentile Queue Length [ft/In]
0.00
0.00
1.10
1.10
2.80
2.80
d_A, Approach Delay [s/veh]
0.00
1.50
11.11
Approach LOS
A
A
B
d_I, Intersection Delay [s/veh]
0.95
Intersection LOS
B
D32
Generated with 92MMUNUIi7 Scenario 5: 5 Phase A Build AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 5: Stillwater Rd and Stillwater Crossing
Two-way stop Delay (sec / veh): 10.8
HCM 7th Edition Level Of Service: B
15 minutes Volume to Capacity (v/c): 0.005
Name
Stillwater Rd
Stillwater Rd
Stillwater Crossing N
Approach
Northbound
Southbound
Eastbound
Lane Configuration
�"I
F
Turning Movement
Left
Thru
Thru
Right
Left
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
30.00
30.00
30.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
Stillwater Crossing N
Base Volume Input [veh/h]
12
245
93
1
3
26
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
12
245
93
1
3
26
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
3
61
23
0
1
7
Total Analysis Volume [veh/h]
12
245
93
1
3
26
Pedestrian Volume [ped/h]
D33
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 5: 5 Phase A Build AM
1 /17/2023
Priority Scheme
Free
Free
Stop
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.01
0.00
0.03
d_M, Delay for Movement [s/veh]
7.41
10.84
8.87
Movement LOS
A
A
A
A
B
A
95th-Percentile Queue Length [veh/In]
0.02
0.02
0.00
0.00
0.10
0.10
95th-Percentile Queue Length [ft/In]
0.50
0.50
0.00
0.00
2.46
2.46
d_A, Approach Delay [s/veh]
0.35
0.00
9.07
Approach LOS
A
A
A
d_I, Intersection Delay [s/veh]
0.93
Intersection LOS
B
D34
Generated with 92MMUNUIi7 Scenario 5: 5 Phase A Build AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 6: Stillwater Rd and 4 Mile Dr
Two-way stop Delay (sec / veh): 19.9
HCM 7th Edition Level Of Service: C
15 minutes Volume to Capacity (v/c): 0.074
Name
Stillwater Rd
Stillwater Rd
4 Mile Dr
4 Mile Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
,iF
+
i F
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
1
0
0
0
1
0
Entry Pocket Length [ft]
60.00
160.00
Floc, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
35.00
35.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
No
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
4 Mile Dr
4 Mile Dr
Base Volume Input [veh/h]
12
143
68
99
29
11
22
77
11
43
49
173
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
1 2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
TT
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
12
143
68
99
29
11
22
77
11
43
49
173
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
3
36
17
25
7
3
6
19
3
11
12
43
Total Analysis Volume [veh/h]
12
143
68
99
29
11
22
77
11
43
49
173
Pedestrian Volume [ped/h]
D35
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 5: 5 Phase A Build AM
1 /17/2023
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.01
j.00
O.Ou
0.07
0.07
1 0.17
0.01
0.11
1 0.10
1 0.20
d_M, Delay for Movement [s/veh]
7.31
)
7.86T
19.86
1 15.75
11.28
15.64
T4.79
1 11.29
Movement LOS
A
A
A
A
A
A
C
C
B
C
B
B
95th-Percentile Queue Length [veh/In]
0.02
0.02
0.02
0.24
0.00
0.00
1.00
1.00
1.00
0.38
1 1.28
1.28
95th-Percentile Queue Length [ft/In]
0.54
0.54
0.54
5.88
0.00
0.00
24.94
24.94
24.94
9.45T2.10
32.10
d_A, Approach Delay [s/veh]
0.39
5.60
16.13
12.65
Approach LOS
A
A
C
B
d_I, Intersection Delay [s/veh]
8.13
Intersection LOS
C
D36
Generated with 92MMUNUIi7 Scenario 5: 5 Phase A Build AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 7: 4 Mile Dr and Stillwater Access E
Two-way stop Delay (sec / veh):
HCM 7th Edition Level Of Service:
15 minutes Volume to Capacity (v/c)
9.2
A
0.061
Name
Stillwater Access E
4 Mile Dr
4 Mile Dr
Approach
Southbound
Eastbound
Westbound
Lane Configuration
�"�
�"►
Turning Movement
Left
Right
Left
Thru
Thru
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
35.00
35.00
35.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Access E
4 Mile Dr
4 Mile Dr
Base Volume Input [veh/h]
56
7
3
40
24
24
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
56
7
3
40
24
24
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
14
2
1
10
6
6
Total Analysis Volume [veh/h]
56
7
3
40
24
24
Pedestrian Volume [ped/h]
D37
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 5: 5 Phase A Build AM
1 /17/2023
Priority Scheme
Stop
Free
Free
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.06
0.01
0.00
d_M, Delay for Movement [s/veh]
9.20
8.75
7.31
Movement LOS
A
A
A
A
A
A
95th-Percentile Queue Length [veh/In]
0.22
0.22
0.01
0.01
0.00
0.00
95th-Percentile Queue Length [ft/In]
5.44
5.44
0.13
0.13
0.00
0.00
d_A, Approach Delay [s/veh]
9.15
0.51
0.00
Approach LOS
A
A
A
d_I, Intersection Delay [s/veh]
3.89
Intersection LOS
A
i
Generated with 92MMUNUIi7 Scenario 5: 5 Phase A Build AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 8: 4 Mile Dr and Stillwater Access W
Two-way stop Delay (sec / veh):
HCM 7th Edition Level Of Service:
15 minutes Volume to Capacity (v/c)
8.9
A
0.016
Name
Stillwater Access W
4 Mile Dr
4 Mile Dr
Approach
Southbound
Eastbound
Westbound
Lane Configuration
�"�
�"►
Turning Movement
Left
Right
Left
Thru
Thru
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
35.00
35.00
35.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Access W
4 Mile Dr
4 Mile Dr
Base Volume Input [veh/h]
15
2
1
28
24
7
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
15
2
1
28
24
7
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
4
1
0
7
6
2
Total Analysis Volume [veh/h]
15
2
1
28
24
7
Pedestrian Volume [ped/h]
D39
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 5: 5 Phase A Build AM
1 /17/2023
Priority Scheme
Stop
Free
Free
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.02
0.00
0.00
d_M, Delay for Movement [s/veh]
8.86
8.50
7.28
Movement LOS
A
A
A
A
A
A
95th-Percentile Queue Length [veh/In]
0.05
0.05
0.00
0.00
0.00
0.00
95th-Percentile Queue Length [ft/In]
1.35
1.35
0.04
0.04
0.00
0.00
d_A, Approach Delay [s/veh]
8.82
0.25
0.00
Approach LOS
A
A
A
d_I, Intersection Delay [s/veh]
2.04
Intersection LOS
A
am
Generated with LWZSM Scenario 5: 5 Phase A Build AM 1/17/2023
Version 2022 (SP 0-7)
Traffic Volume - Base Volume
Stillwater Rd and Reserve Dr Stillwater Rd and Timberwolf Stillwater Rd and Stillwater C Stillwater Rd and 4 Mile Dr
n2
9 3 22 J 173
77 ~ 49f 13 26 11 43Whim
CO m
N i7
4 Mile Dr and Stillwater Acce �4 Mile Dr and Stillwater Acce
3 24 )( 1 —' ' 7
40 24 28 — 24
D41
Generated with 92MM NUM Scenario 6: 6 Phase A Build PM 1/17/2023
Version 2022 (SP 0-
Intersection Level Of Service Report
Intersection 1: Stillwater Rd and Reserve Dr
Control Type: Roundabout Delay (sec / veh): 5.0
Analysis Method: HCM 7th Edition Level Of Service: A
Analysis Period: 15 minutes
Intersection Setup
Name
Stillwater Rd
Stillwater Rd
Reserve Dr
Reserve Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
I Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
0
0
Entry Pocket Length [ft]
10(, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
55.00
55.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
Yes
Yes
Yes
Yes
Volumes
Name
Stillwater Rd
Stillwater Rd
Reserve Dr
Reserve Dr
Base Volume Input [veh/h]
56
26
67
56
44
10
4
123
30
51
270
31
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
Proportion of CAVs [%]
0.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
56
26
67
56
44
10
4
123
30
51
270
31
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
14
7
17
14
11
3
1
31
8
13
68
8
Total Analysis Volume [veh/h]
56
26
67
56
44
10
4
123
30
51
270
31
Pedestrian Volume [ped/h]
0
0
0
0
D42
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 6: 6 Phase A Build PM
1 /17/2023
Number of Conflicting Circulating Lanes
1
1
1
1
Circulating Flow Rate [veh/h]
187
385
154
88
Exiting Flow Rate [veh/h]
128
62
343
251
Demand Flow Rate [veh/h]
56
26
67
56
44
10
4
123
30
51
270
31
Adjusted Demand Flow Rate [veh/h]
56
26
67
56
44
10
4
123
30
51
270
31
Lanes
Overwrite Calculated Critical Headway
No
No
No
No
User -Defined Critical Headway [s]
I.....
W
W
W
Overwrite Calculated Follow -Up Time
No
No
No
No
User -Defined Follow -Up Time [s]
3._
3.0
3.00
3.00
A (intercept)
1380.00
1380.00
1380.00
1380.00
B (coefficient)
0.00102
0.00102
0.00102
0.00102
HV Adjustment Factor
0.98
0.98
0.98
0.98
Entry Flow Rate [veh/h]
152
113
161
360
Capacity of Entry and Bypass Lanes [veh/h]
1141
933
1180
1262
Pedestrian Impedance
1.00
1.00
1.00
1.00
Capacity per Entry Lane [veh/h]
1119
914
1157
1238
X, volume / capacity
0.13
0.12
0.14
0.28
Movement, Approach, & Intersection Results
Lane LOS
A
A
A
A
95th-Percentile Queue Length [veh]
0.46
0.41
0.47
1.18
95th-Percentile Queue Length [ft]
11.48
10.22
11.74
29.51
Approach Delay [s/veh]
4.38
5.08
4.28
5.49
Approach LOS
A
A
A
A
Intersection Delay [s/veh]
4.97
Intersection LOS
A
D43
Generated with 92MM NUM Scenario 6: 6 Phase A Build PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 2: Stillwater Rd and Timberwolf Pkwy
Two-way stop Delay (sec / veh): 10.2
HCM 7th Edition Level Of Service: B
15 minutes Volume to Capacity (v/c): 0.068
Name
Stillwater Rd
Stillwater Rd
Timberwolf Pkwy
Approach
Northbound
Southbound
Westbound
Lane Configuration
�"►
�"�
Turning Movement
Thru
Right
Left
Thru
Left
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
35.00
35.00
25.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
Timberwolf Pkwy
Base Volume Input [veh/h]
77
17
9
117
52
34
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
77
17
9
117
52
34
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
19
4
2
29
13
9
Total Analysis Volume [veh/h]
77
17
9
117
52
34
Pedestrian Volume [ped/h]
am
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 6: 6 Phase A Build PM
1 /17/2023
Priority Scheme
Free
Free
Stop
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.01
0.07
0.03
d_M, Delay for Movement [s/veh]
7.41
10.22
9.19
Movement LOS
A
A
A
A
B
A
95th-Percentile Queue Length [veh/In]
0.00
0.00
0.02
0.02
0.34
0.34
95th-Percentile Queue Length [ft/In]
0.00
0.00
0.38
0.38
8.59
8.59
d_A, Approach Delay [s/veh]
0.00
0.53
9.81
Approach LOS
A
A
A
d_I, Intersection Delay [s/veh]
2.98
Intersection LOS
B
D45
Generated with 92MM NUM Scenario 6: 6 Phase A Build PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 5: Stillwater Rd and Stillwater Crossing
Two-way stop Delay (sec / veh): 10.1
HCM 7th Edition Level Of Service: B
15 minutes Volume to Capacity (v/c): 0.004
Name
Stillwater Rd
Stillwater Rd
Stillwater Crossing N
Approach
Northbound
Southbound
Eastbound
Lane Configuration
�"I
F
Turning Movement
Left
Thru
Thru
Right
Left
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
30.00
30.00
30.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
Stillwater Crossing N
Base Volume Input [veh/h]
36
81
95
5
3
26
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
36
81
95
5
3
26
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
9
20
24
1
1
7
Total Analysis Volume [veh/h]
36
81
95
5
3
26
Pedestrian Volume [ped/h]
a•
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 6: 6 Phase A Build PM
1 /17/2023
Priority Scheme
Free
Free
Stop
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.02
0.00
0.03
d_M, Delay for Movement [s/veh]
7.45
10.13
8.88
Movement LOS
A
A
A
A
B
A
95th-Percentile Queue Length [veh/In]
0.06
0.06
0.00
0.00
0.10
0.10
95th-Percentile Queue Length [ft/In]
1.53
1.53
0.00
0.00
2.42
2.42
d_A, Approach Delay [s/veh]
2.29
0.00
9.01
Approach LOS
A
A
A
d_I, Intersection Delay [s/veh]
2.15
Intersection LOS
B
D47
Generated with 92MM NUM Scenario 6: 6 Phase A Build PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 6: Stillwater Rd and 4 Mile Dr
Two-way stop Delay (sec / veh): 16.3
HCM 7th Edition Level Of Service: C
15 minutes Volume to Capacity (v/c): 0.040
Name
Stillwater Rd
Stillwater Rd
4 Mile Dr
4 Mile Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
,iF
+
i F
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
1
0
0
0
1
0
Entry Pocket Length [ft]
60.00
160.00
Floc, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
35.00
35.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
No
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
4 Mile Dr
4 Mile Dr
Base Volume Input [veh/h]
13
22
1 69
96
1 42
20
15
81
1 7
103
1 99
1 94
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
1 2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
TT
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
13
22
69
96
42
20
15
1 81
1 7
103
99
1 94
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
3
6
17
24
11
5
4
20
2
26
25
24
Total Analysis Volume [veh/h]
13
22
69
96
42
20
15
81
7
103
99
94
Pedestrian Volume [ped/h]
am
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 6: 6 Phase A Build PM
1 /17/2023
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.01
j.00
O.Ou
0.06
0.04
1 0.15
1 0.01
0.22
1 0.18
0.09
d_M, Delay for Movement [s/veh]
7.36
)
7.56
1
16.30
1 13.61
1 10.30
15.02
13.59
10.51
Movement LOS
A
A
A
A
A
A
C
B
B
C
B
B
95th-Percentile Queue Length [veh/In]
0.03
0.03
0.03
0.20
0.00
0.00
0.74
0.74
1 0.74
0.84
1 1.12
1.12
95th-Percentile Queue Length [ft/In]
0.63
0.63
0.63
5.11
0.00
0.00
18.58
18.58
18.58
21.12
28.05
28.05
d_A, Approach Delay [s/veh]
0.92
4.59
13.78
13.11
Approach LOS
A
A
B
B
d_I, Intersection Delay [s/veh]
9.26
Intersection LOS
C
a•
Generated with 92MM NUM Scenario 6: 6 Phase A Build PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 7: 4 Mile Dr and Stillwater Access E
Two-way stop Delay (sec / veh):
HCM 7th Edition Level Of Service:
15 minutes Volume to Capacity (v/c)
9.5
A
0.065
Name
Stillwater Access E
4 Mile Dr
4 Mile Dr
Approach
Southbound
Eastbound
Westbound
Lane Configuration
�"�
�"►
Turning Movement
Left
Right
Left
Thru
Thru
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
35.00
35.00
35.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Access E
4 Mile Dr
4 Mile Dr
Base Volume Input [veh/h]
56
7
9
24
47
77
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
56
7
9
24
47
77
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
14
2
2
6
12
19
Total Analysis Volume [veh/h]
56
7
9
24
47
77
Pedestrian Volume [ped/h]
D50
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 6: 6 Phase A Build PM
1 /17/2023
Priority Scheme
Stop
Free
Free
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.06
0.01
0.01
d_M, Delay for Movement [s/veh]
9.50
9.02
7.47
Movement LOS
A
A
A
A
A
A
95th-Percentile Queue Length [veh/In]
0.23
0.23
0.02
0.02
0.00
0.00
95th-Percentile Queue Length [ft/In]
5.82
5.82
0.38
0.38
0.00
0.00
d_A, Approach Delay [s/veh]
9.45
2.04
0.00
Approach LOS
A
A
A
d_I, Intersection Delay [s/veh]
3.01
Intersection LOS
A
D51
Generated with 92MM NUM Scenario 6: 6 Phase A Build PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 8: 4 Mile Dr and Stillwater Access W
Two-way stop Delay (sec / veh):
HCM 7th Edition Level Of Service:
15 minutes Volume to Capacity (v/c)
8.9
A
0.016
Name
Stillwater Access W
4 Mile Dr
4 Mile Dr
Approach
Southbound
Eastbound
Westbound
Lane Configuration
�"�
�"►
Turning Movement
Left
Right
Left
Thru
Thru
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
35.00
35.00
35.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Access W
4 Mile Dr
4 Mile Dr
Base Volume Input [veh/h]
15
2
3
18
33
21
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
15
2
3
18
33
21
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
4
1
1
5
8
5
Total Analysis Volume [veh/h]
15
2
3
18
33
21
Pedestrian Volume [ped/h]
D52
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 6: 6 Phase A Build PM
1 /17/2023
Priority Scheme
Stop
Free
Free
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.02
0.00
0.00
d_M, Delay for Movement [s/veh]
8.92
8.58
7.32
Movement LOS
A
A
A
A
A
A
95th-Percentile Queue Length [veh/In]
0.05
0.05
0.01
0.01
0.00
0.00
95th-Percentile Queue Length [ft/In]
1.37
1.37
0.13
0.13
0.00
0.00
d_A, Approach Delay [s/veh]
8.88
1.05
0.00
Approach LOS
A
A
A
d_I, Intersection Delay [s/veh]
1.88
Intersection LOS
A
D53
Generated with F2MKTI i7Ti7 Scenario 6: 6 Phase A Build PM 1 /17/2023
Version 2022 (SP 0-7)
Traffic Volume - Base Volume
Stillwater Rd and Reserve Dr Stillwater Rd and Timberwolf Stillwater Rd and Stillwater C
4 _ _ 31 34 3
30 5 f 52 26
i
4 Mile Dr and Stillwater Acce �4 Mile Dr and Stillwater Acce
g J 77 )( 3 —1 �,— 21
24 47 18 — 33
Stillwater Rd and 4 Mile Dr
6�
ar'
81 94
99
7 � � 103
D54
Generated with 92MM NUM Scenario 7: 7 Phase B Build AM 1/17/2023
Version 2022 (SP 0-
Intersection Level Of Service Report
Intersection 1: Stillwater Rd and Reserve Dr
Control Type: Roundabout Delay (sec / veh): 5.6
Analysis Method: HCM 7th Edition Level Of Service: A
Analysis Period: 15 minutes
Intersection Setup
Name
Stillwater Rd
Stillwater Rd
Reserve Dr
Reserve Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
I Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
0
0
Entry Pocket Length [ft]
10(, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
55.00
55.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
Yes
Yes
Yes
Yes
Volumes
Name
Stillwater Rd
Stillwater Rd
Reserve Dr
Reserve Dr
Base Volume Input [veh/h]
48
31
113
30
58
4
8
238
132
113
116
30
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
Proportion of CAVs [%]
0.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
48
31
113
30
58
4
8
1 238
1 132
113
116
1 30
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
12
8
28
8
15
1
2
60
33
28
29
8
Total Analysis Volume [veh/h]
48
31
113
30
58
4
8
238
132
113
116
30
Pedestrian Volume [ped/h]
0
0
0
0
D55
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 7: 7 Phase B Build AM
1 /17/2023
Number of Conflicting Circulating Lanes
1
1
1
1
Circulating Flow Rate [veh/h]
282
283
205
89
Exiting Flow Rate [veh/h]
309
70
171
389
Demand Flow Rate [veh/h]
48
31
113
30
58
4
8
238
132
113
116
30
Adjusted Demand Flow Rate [veh/h]
48
31
113
30
58
4
8
238
132
113
116
30
Lanes
Overwrite Calculated Critical Headway
No
No
No
No
User -Defined Critical Headway [s]
I.....
W
W
W
Overwrite Calculated Follow -Up Time
No
No
No
No
User -Defined Follow -Up Time [s]
3._
3.0
3.00
3.00
A (intercept)
1380.00
1380.00
1380.00
1380.00
B (coefficient)
0.00102
0.00102
0.00102
0.00102
HV Adjustment Factor
0.98
0.98
0.98
0.98
Entry Flow Rate [veh/h]
196
94
386
265
Capacity of Entry and Bypass Lanes [veh/h]
1036
1035
1120
1261
Pedestrian Impedance
1.00
1.00
1.00
1.00
Capacity per Entry Lane [veh/h]
1016
1015
1098
1236
X, volume / capacity
0.19
0.09
0.34
0.21
Movement, Approach, & Intersection Results
Lane LOS
A
A
A
A
95th-Percentile Queue Length [veh]
0.69
0.30
1.55
0.79
95th-Percentile Queue Length [ft]
17.37
7.46
38.73
19.76
Approach Delay [s/veh]
5.32
4.36
6.71
4.73
Approach LOS
A
A
A
A
Intersection Delay [s/veh]
5.63
Intersection LOS
A
D56
Generated with 92MM NUM Scenario 7: 7 Phase B Build AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 2: Stillwater Rd and Timberwolf Pkwy
Two-way stop Delay (sec / veh): 15.7
HCM 7th Edition Level Of Service: C
15 minutes Volume to Capacity (v/c): 0.037
Name
Stillwater Rd
Stillwater Rd
Timberwolf Pkwy
Timberwolf Pkwy
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
I Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
0
0
Entry Pocket Length [ft]
10(, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
25.00
25.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
No
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
Timberwolf Pkwy
Timberwolf Pkwy
Base Volume Input [veh/h]
25
307
1 34
26
1 119
13
38
13
1 76
13
1 4
1 9
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
1 2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
TT
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
25
307
34
26
119
13
38
13
76
13
4
9
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
6
77
9
7
30
3
10
3
19
3
1
2
Total Analysis Volume [veh/h]
25
307
34
26
119
13
38
13
76
13
4
9
Pedestrian Volume [ped/h]
D57
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 7: 7 Phase B Build AM
1 /17/2023
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.02
j.00
O.Ou
0.02
0.09
1 0.03
0.08
0.04
1 0.01
1 0.01
d_M, Delay for Movement [s/veh]
7.51
)
7.99T
15.25
1 15.22
10.40
15.69
T4.10
1 10.53
Movement LOS
A
A
A
A
A
A
C
C
B
C
B
B
95th-Percentile Queue Length [veh/In]
0.04
0.04
0.04
0.04
0.04
0.04
0.77
0.77
0.77
0.19
1 0.19
0.19
95th-Percentile Queue Length [ft/In]
1.08
1 1.08
1.08
1.12
1.12
1.12
19.20
1 19.20
1 19.20
4.67
4.67
4.67
d_A, Approach Delay [s/veh]
0.51
1.31
12.34
13.66
Approach LOS
A
A
B
B
d_I, Intersection Delay [s/veh]
3.42
Intersection LOS
C
i
Generated with 92MM NUM Scenario 7: 7 Phase B Build AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 3: Stillwater Rd and Development Access
Two-way stop Delay (sec / veh): 13.3
HCM 7th Edition Level Of Service: B
15 minutes Volume to Capacity (v/c): 0.052
Name
Stillwater Rd
Stillwater Rd
Development Access
Approach
Northbound
Southbound
Eastbound
Lane Configuration
�"I
F
Turning Movement
Left
Thru
Thru
Right
Left
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
35.00
35.00
25.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
Development Access
Base Volume Input [veh/h]
20
335
187
8
25
59
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
20
335
187
8
25
59
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
5
84
47
2
6
15
Total Analysis Volume [veh/h]
20
335
187
8
25
59
Pedestrian Volume [ped/h]
D59
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 7: 7 Phase B Build AM
1 /17/2023
Priority Scheme
Free
Free
Stop
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.01
0.05
0.07
d_M, Delay for Movement [s/veh]
7.63
13.27
9.95
Movement LOS
A
A
A
A
B
A
95th-Percentile Queue Length [veh/In]
0.03
0.03
0.00
0.00
0.41
0.41
95th-Percentile Queue Length [ft/In]
0.84
0.84
0.00
0.00
10.34
10.34
d_A, Approach Delay [s/veh]
0.43
0.00
10.94
Approach LOS
A
A
B
d_I, Intersection Delay [s/veh]
1.69
Intersection LOS
B
ME
Generated with 92MM NUM Scenario 7: 7 Phase B Build AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 5: Stillwater Rd and Stillwater Crossing
Two-way stop Delay (sec / veh): 12.4
HCM 7th Edition Level Of Service: B
15 minutes Volume to Capacity (v/c): 0.006
Name
Stillwater Rd
Stillwater Rd
Stillwater Crossing N
Approach
Northbound
Southbound
Eastbound
Lane Configuration
�"I
F
Turning Movement
Left
Thru
Thru
Right
Left
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
30.00
30.00
30.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
Stillwater Crossing N
Base Volume Input [veh/h]
12
289
227
1
3
26
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
12
289
227
1
3
26
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
3
72
57
0
1
7
Total Analysis Volume [veh/h]
12
289
227
1
3
26
Pedestrian Volume [ped/h]
D61
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 7: 7 Phase B Build AM
1 /17/2023
Priority Scheme
Free
Free
Stop
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.01
0.01
0.03
d_M, Delay for Movement [s/veh]
7.70
12.43
9.62
Movement LOS
A
A
A
A
B
A
95th-Percentile Queue Length [veh/In]
0.02
0.02
0.00
0.00
0.12
0.12
95th-Percentile Queue Length [ft/In]
0.50
0.50
0.00
0.00
2.96
2.96
d_A, Approach Delay [s/veh]
0.31
0.00
9.91
Approach LOS
A
A
A
d_I, Intersection Delay [s/veh]
0.68
Intersection LOS
B
D62
Generated with 92MM NUM Scenario 7: 7 Phase B Build AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 6: Stillwater Rd and 4 Mile Dr
Two-way stop Delay (sec / veh): 34.6
HCM 7th Edition Level Of Service: D
15 minutes Volume to Capacity (v/c): 0.151
Name
Stillwater Rd
Stillwater Rd
4 Mile Dr
4 Mile Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
,iF
+
i F
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
1
0
0
0
1
0
Entry Pocket Length [ft]
60.00
160.00
Floc, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
35.00
35.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
No
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
4 Mile Dr
4 Mile Dr
Base Volume Input [veh/h]
12
152
68
193
56
24
26
77
11
43
49
204
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
1 2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
TT
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
12
152
68
193
56
24
26
1 77
1 11
43
49
1 204
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
3
38
17
48
14
6
7
19
3
11
12
51
Total Analysis Volume [veh/h]
12
152
68
193
56
24
26
77
11
43
49
204
Pedestrian Volume [ped/h]
D63
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 7: 7 Phase B Build AM
1 /17/2023
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.01
j.00
O.Ou
0.14
0.15
1 0.25
1 0.01
0.19
1 0.15
0.24
d_M, Delay for Movement [s/veh]
7.39
)
8.11
1
34.64
1 25.39
1 17.37
24.31
19.85
12.76
Movement LOS
A
A
A
A
A
A
D
D
C
C
C
B
95th-Percentile Queue Length [veh/In]
0.02
0.02
0.02
0.50
0.00
0.00
1.91
1.91
1.91
0.67
1 1.86
1.86
95th-Percentile Queue Length [ft/In]
0.53
0.53
0.53
12.48
0.00
0.00
47.81
47.81
47.81
16.84
46.60
46.60
d_A, Approach Delay [s/veh]
0.38
5.74
26.72
15.61
Approach LOS
A
A
D
C
d_I, Intersection Delay [s/veh]
10.19
Intersection LOS
D
M
Generated with 92MM NUM Scenario 7: 7 Phase B Build AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 7: 4 Mile Dr and Stillwater Access E
Two-way stop Delay (sec / veh):
HCM 7th Edition Level Of Service:
15 minutes Volume to Capacity (v/c)
9.3
A
0.062
Name
Stillwater Access E
4 Mile Dr
4 Mile Dr
Approach
Southbound
Eastbound
Westbound
Lane Configuration
�"�
�"►
Turning Movement
Left
Right
Left
Thru
Thru
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
35.00
35.00
35.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Access E
4 Mile Dr
4 Mile Dr
Base Volume Input [veh/h]
56
7
3
44
37
24
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
56
7
3
44
37
24
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
14
2
1
11
9
6
Total Analysis Volume [veh/h]
56
7
3
44
37
24
Pedestrian Volume [ped/h]
D65
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 7: 7 Phase B Build AM
1 /17/2023
Priority Scheme
Stop
Free
Free
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.06
0.01
0.00
d_M, Delay for Movement [s/veh]
9.30
8.82
7.34
Movement LOS
A
A
A
A
A
A
95th-Percentile Queue Length [veh/In]
0.22
0.22
0.01
0.01
0.00
0.00
95th-Percentile Queue Length [ft/In]
5.57
5.57
0.13
0.13
0.00
0.00
d_A, Approach Delay [s/veh]
9.25
0.47
0.00
Approach LOS
A
A
A
d_I, Intersection Delay [s/veh]
3.54
Intersection LOS
A
M•
Generated with 92MM NUM Scenario 7: 7 Phase B Build AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 8: 4 Mile Dr and Stillwater Access W
Two-way stop Delay (sec / veh):
HCM 7th Edition Level Of Service:
15 minutes Volume to Capacity (v/c)
8.9
A
0.016
Name
Stillwater Access W
4 Mile Dr
4 Mile Dr
Approach
Southbound
Eastbound
Westbound
Lane Configuration
�"�
�"►
Turning Movement
Left
Right
Left
Thru
Thru
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
35.00
35.00
35.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Access W
4 Mile Dr
4 Mile Dr
Base Volume Input [veh/h]
15
2
1
32
37
7
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
15
2
1
32
37
7
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
4
1
0
8
9
2
Total Analysis Volume [veh/h]
15
2
1
32
37
7
Pedestrian Volume [ped/h]
D67
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 7: 7 Phase B Build AM
1 /17/2023
Priority Scheme
Stop
Free
Free
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.02
0.00
0.00
d_M, Delay for Movement [s/veh]
8.95
8.56
7.30
Movement LOS
A
A
A
A
A
A
95th-Percentile Queue Length [veh/In]
0.06
0.06
0.00
0.00
0.00
0.00
95th-Percentile Queue Length [ft/In]
1.38
1.38
0.04
0.04
0.00
0.00
d_A, Approach Delay [s/veh]
8.90
0.22
0.00
Approach LOS
A
A
A
d_I, Intersection Delay [s/veh]
1.69
Intersection LOS
A
go
Generated with LWZSM Scenario 7: 7 Phase B Build AM 1/17/2023
Version 2022 (SP 0-7)
Traffic Volume - Base Volume
Stillwater Rd and Reserve Dr Stillwater Rd and Timberwolf Stillwater Rd and Developme Stillwater Rd and Stillwater C
r �
cao �fV f` N
� W�4} 3
Stillwater Rd and 4 Mile Dr (44 Mile Dr and Stillwater Acce 4 Mile Dr and Stillwater Acce
NCn� l ' 1 ti � N ST
26 J � 204 3 24 1 1 7
77 44 � 37 32 37
1 "� 43
r
�rn
rvSP
q] N
�
238
3 g
13
q
25
3
132
113
78
13
59 �
26
9
Generated with 92MM NUM Scenario 8: 8 Phase B Build PM 1/17/2023
Version 2022 (SP 0-
Intersection Level Of Service Report
Intersection 1: Stillwater Rd and Reserve Dr
Control Type: Roundabout Delay (sec / veh): 5.4
Analysis Method: HCM 7th Edition Level Of Service: A
Analysis Period: 15 minutes
Intersection Setup
Name
Stillwater Rd
Stillwater Rd
Reserve Dr
Reserve Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
I Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
0
0
Entry Pocket Length [ft]
10(, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
55.00
55.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
Yes
Yes
Yes
Yes
Volumes
Name
Stillwater Rd
Stillwater Rd
Reserve Dr
Reserve Dr
Base Volume Input [veh/h]
62
30
98
56
51
10
4
123
41
104
270
31
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
Proportion of CAVs [%]
0.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
62
30
98
56
51
10
4
1 123
1 41
104
270
1 31
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
16
8
25
14
13
3
1
31
10
26
68
8
Total Analysis Volume [veh/h]
62
30
98
56
51
10
4
123
41
104
270
31
Pedestrian Volume [ped/h]
0
0
0
0
D70
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 8: 8 Phase B Build PM
1 /17/2023
Number of Conflicting Circulating Lanes
1
1
1
1
Circulating Flow Rate [veh/h]
187
445
215
98
Exiting Flow Rate [veh/h]
200
66
349
283
Demand Flow Rate [veh/h]
62
30
98
56
51
10
4
123
41
104
270
31
Adjusted Demand Flow Rate [veh/h]
62
30
98
56
51
10
4
123
41
104
270
31
Lanes
Overwrite Calculated Critical Headway
No
No
No
No
User -Defined Critical Headway [s]
I.....
W
W
W
Overwrite Calculated Follow -Up Time
No
No
No
No
User -Defined Follow -Up Time [s]
3._
3.0
3.00
3.00
A (intercept)
1380.00
1380.00
1380.00
1380.00
B (coefficient)
0.00102
0.00102
0.00102
0.00102
HV Adjustment Factor
0.98
0.98
0.98
0.98
Entry Flow Rate [veh/h]
194
120
172
414
Capacity of Entry and Bypass Lanes [veh/h]
1141
877
1109
1249
Pedestrian Impedance
1.00
1.00
1.00
1.00
Capacity per Entry Lane [veh/h]
1119
860
1087
1225
X, volume / capacity
0.17
0.14
0.15
0.33
Movement, Approach, & Intersection Results
Lane LOS
A
A
A
A
95th-Percentile Queue Length [veh]
0.61
0.47
0.55
1.46
95th-Percentile Queue Length [ft]
15.27
11.76
13.66
36.55
Approach Delay [s/veh]
4.73
5.53
4.69
6.04
Approach LOS
A
A
A
A
Intersection Delay [s/veh]
5.43
Intersection LOS
A
D71
Generated with 92MM NUM Scenario 8: 8 Phase B Build PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 2: Stillwater Rd and Timberwolf Pkwy
Two-way stop Delay (sec / veh): 15.0
HCM 7th Edition Level Of Service: C
15 minutes Volume to Capacity (v/c): 0.122
Name
Stillwater Rd
Stillwater Rd
Timberwolf Pkwy
Timberwolf Pkwy
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
I Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
0
0
Entry Pocket Length [ft]
10(, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
25.00
25.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
No
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
Timberwolf Pkwy
Timberwolf Pkwy
Base Volume Input [veh/h]
84
94
17
9
145
42
25
8
50
52
14
34
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
1 2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
TT
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
84
94
17
9
145
42
25
1 8
1 50
527
14
1 34
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
21
24
4
2
36
11
6
2
13
13
4
9
Total Analysis Volume [veh/h]
84
94
17
9
145
42
25
8
50
52
14
34
Pedestrian Volume [ped/h]
D72
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 8: 8 Phase B Build PM
1 /17/2023
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.06
j.00
O.Ou
0.01
0.06
1 0.02
0.06
0.12
1 0.03
1 0.04
d_M, Delay for Movement [s/veh]
7.70
)
7.45T
14.19
1 13.68
9.97
15.04
T4.52
1 10.36
Movement LOS
A
A
A
A
A
A
B
B
A
C
B
B
95th-Percentile Queue Length [veh/In]
0.15
0.15
0.15
0.02
0.02
0.02
0.45
0.45
0.45
0.69
1 0.69
0.69
95th-Percentile Queue Length [ft/In]
3.79
3.79
3.79
0.39
0.39
0.39
11.34
11.34
11.34
17.24
17.24
17.24
d_A, Approach Delay [s/veh]
3.32
0.34
11.60
13.37
Approach LOS
A
A
B
B
d_I, Intersection Delay [s/veh]
5.25
Intersection LOS
C
D73
Generated with 92MM NUM Scenario 8: 8 Phase B Build PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 3: Stillwater Rd and Development Access
Two-way stop Delay (sec / veh): 12.4
HCM 7th Edition Level Of Service: B
15 minutes Volume to Capacity (v/c): 0.033
Name
Stillwater Rd
Stillwater Rd
Development Access
Approach
Northbound
Southbound
Eastbound
Lane Configuration
�"I
F
Turning Movement
Left
Thru
Thru
Right
Left
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
35.00
35.00
25.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
Development Access
Base Volume Input [veh/h]
66
166
167
28
17
39
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
66
166
167
28
17
39
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
17
42
42
7
4
10
Total Analysis Volume [veh/h]
66
166
167
28
17
39
Pedestrian Volume [ped/h]
D74
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 8: 8 Phase B Build PM
1 /17/2023
Priority Scheme
Free
Free
Stop
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.05
0.03
0.05
d_M, Delay for Movement [s/veh]
7.69
12.39
9.60
Movement LOS
A
A
A
A
B
A
95th-Percentile Queue Length [veh/In]
0.11
0.11
0.00
0.00
0.25
0.25
95th-Percentile Queue Length [ft/In]
2.85
2.85
0.00
0.00
6.34
6.34
d_A, Approach Delay [s/veh]
2.19
0.00
10.45
Approach LOS
A
A
B
d_I, Intersection Delay [s/veh]
2.26
Intersection LOS
B
D75
Generated with 92MM NUM Scenario 8: 8 Phase B Build PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 5: Stillwater Rd and Stillwater Crossing
Two-way stop Delay (sec / veh): 12.1
HCM 7th Edition Level Of Service: B
15 minutes Volume to Capacity (v/c): 0.006
Name
Stillwater Rd
Stillwater Rd
Stillwater Crossing N
Approach
Northbound
Southbound
Eastbound
Lane Configuration
�"I
F
Turning Movement
Left
Thru
Thru
Right
Left
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
30.00
30.00
30.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
Stillwater Crossing N
Base Volume Input [veh/h]
36
231
184
5
3
26
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
36
231
184
5
3
26
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
9
58
46
1
1
7
Total Analysis Volume [veh/h]
36
231
184
5
3
26
Pedestrian Volume [ped/h]
D76
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 8: 8 Phase B Build PM
1 /17/2023
Priority Scheme
Free
Free
Stop
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.03
0.01
0.03
d_M, Delay for Movement [s/veh]
7.64
12.07
9.38
Movement LOS
A
A
A
A
B
A
95th-Percentile Queue Length [veh/In]
0.06
0.06
0.00
0.00
0.11
0.11
95th-Percentile Queue Length [ft/In]
1.53
1.53
0.00
0.00
2.81
2.81
d_A, Approach Delay [s/veh]
1.03
0.00
9.65
Approach LOS
A
A
A
d_I, Intersection Delay [s/veh]
1.14
Intersection LOS
B
D77
Generated with 92MM NUM Scenario 8: 8 Phase B Build PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 6: Stillwater Rd and 4 Mile Dr
Two-way stop Delay (sec / veh): 28.1
HCM 7th Edition Level Of Service: D
15 minutes Volume to Capacity (v/c): 0.144
Name
Stillwater Rd
Stillwater Rd
4 Mile Dr
4 Mile Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
,iF
+
i F
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
1
0
0
0
1
0
Entry Pocket Length [ft]
60.00
160.00
Floc, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
35.00
35.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
No
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
4 Mile Dr
4 Mile Dr
Base Volume Input [veh/h]
13
52
69
158
60
29
30
81
7
103
99
199
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
1 2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
TT
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
13
52
69
158
60
29
30
1 81
1 7
103
99
1 199
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
3
13
17
40
15
7
8
20
2
26
25
50
Total Analysis Volume [veh/h]
13
52
69
158
60
29
30
81
7
103
99
199
Pedestrian Volume [ped/h]
i
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 8: 8 Phase B Build PM
1 /17/2023
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.01
J.00
0.0u
0.11
0.14
1 0.20
1 0.01
0.32
1 0.24
0.20
d_M, Delay for Movement [s/veh]
7.41
)
7.75
1
28.06
1 19.87
1 14.46
21.46
18.11
13.00
Movement LOS
A
A
A
A
A
A
D
C
B
C
C
B
95th-Percentile Queue Length [veh/In]
0.02
0.02
0.02
0.36
0.00
0.00
1.56
1.56
1 1.56
1.35
1 2.31
2.31
95th-Percentile Queue Length [ft/In]
0.61
0.61
0.61
9.04
0.00
0.00
38.91
38.91
38.91
33.82
5 7.76
57.76
d_A, Approach Delay [s/veh]
0.72
4.96
21.63
16.43
Approach LOS
A
A
C
C
d_I, Intersection Delay [s/veh]
11.62
Intersection LOS
D
D79
Generated with 92MM NUM Scenario 8: 8 Phase B Build PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 7: 4 Mile Dr and Stillwater Access E
Two-way stop Delay (sec / veh):
HCM 7th Edition Level Of Service:
15 minutes Volume to Capacity (v/c)
9.7
A
0.067
Name
Stillwater Access E
4 Mile Dr
4 Mile Dr
Approach
Southbound
Eastbound
Westbound
Lane Configuration
�"�
�"►
Turning Movement
Left
Right
Left
Thru
Thru
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
35.00
35.00
35.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Access E
4 Mile Dr
4 Mile Dr
Base Volume Input [veh/h]
56
7
9
39
56
77
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
56
7
9
39
56
77
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
14
2
2
10
14
19
Total Analysis Volume [veh/h]
56
7
9
39
56
77
Pedestrian Volume [ped/h]
M
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 8: 8 Phase B Build PM
1 /17/2023
Priority Scheme
Stop
Free
Free
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.07
0.01
0.01
d_M, Delay for Movement [s/veh]
9.65
9.08
7.49
Movement LOS
A
A
A
A
A
A
95th-Percentile Queue Length [veh/In]
0.24
0.24
0.02
0.02
0.00
0.00
95th-Percentile Queue Length [ft/In]
6.01
6.01
0.38
0.38
0.00
0.00
d_A, Approach Delay [s/veh]
9.59
1.40
0.00
Approach LOS
A
A
A
d_I, Intersection Delay [s/veh]
2.75
Intersection LOS
A
01
Generated with 92MM NUM Scenario 8: 8 Phase B Build PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 8: 4 Mile Dr and Stillwater Access W
Two-way stop Delay (sec / veh):
HCM 7th Edition Level Of Service:
15 minutes Volume to Capacity (v/c)
9.0
A
0.017
Name
Stillwater Access W
4 Mile Dr
4 Mile Dr
Approach
Southbound
Eastbound
Westbound
Lane Configuration
�"�
�"►
Turning Movement
Left
Right
Left
Thru
Thru
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
35.00
35.00
35.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Access W
4 Mile Dr
4 Mile Dr
Base Volume Input [veh/h]
15
2
3
33
42
21
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
15
2
3
33
42
21
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
4
1
1
8
11
5
Total Analysis Volume [veh/h]
15
2
3
33
42
21
Pedestrian Volume [ped/h]
i
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 8: 8 Phase B Build PM
1 /17/2023
Priority Scheme
Stop
Free
Free
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.02
0.00
0.00
d_M, Delay for Movement [s/veh]
9.04
8.62
7.34
Movement LOS
A
A
A
A
A
A
95th-Percentile Queue Length [veh/In]
0.06
0.06
0.01
0.01
0.00
0.00
95th-Percentile Queue Length [ft/In]
1.41
1.41
0.13
0.13
0.00
0.00
d_A, Approach Delay [s/veh]
8.99
0.61
0.00
Approach LOS
A
A
A
d_I, Intersection Delay [s/veh]
1.51
Intersection LOS
A
i
Generated with LWZSM Scenario 8: 8 Phase B Build PM 1/17/2023
Version 2022 (SP 0-7)
Traffic Volume - Base Volume
Stillwater Rd and Reserve Dr Stillwater Rd and Timberwolf Stillwater Rd and Developme Stillwater Rd and Stillwater C
�[74U Y NAB
C7A
31
25 3
3 270 8 14 17
d � � 104 50 � � 52 39 � 26
Stillwater Rd and 4 Mile Dr 4 Mile Dr and Stillwater Acce 4 Mile Dr and Stillwater Acce
L:J mom 7 � �
34 J � 199 9 77 3 21
81 39 56 33 42
� � 0
7 3
wN�
M
Generated with 92MM NUM Scenario 9: 9 Phase C Build AM 1/17/2023
Version 2022 (SP 0-
Intersection Level Of Service Report
Intersection 1: Stillwater Rd and Reserve Dr
Control Type: Roundabout Delay (sec / veh): 5.7
Analysis Method: HCM 7th Edition Level Of Service: A
Analysis Period: 15 minutes
Intersection Setup
Name
Stillwater Rd
Stillwater Rd
Reserve Dr
Reserve Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
I Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
0
0
Entry Pocket Length [ft]
10(, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
55.00
55.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
Yes
Yes
Yes
Yes
Volumes
Name
Stillwater Rd
Stillwater Rd
Reserve Dr
Reserve Dr
Base Volume Input [veh/h]
48
31
139
30
58
4
8
238
132
121
116
30
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
Proportion of CAVs [%]
0.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
48
31
139
30
58
4
8
1 238
1 132
121
116
1 30
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
12
8
35
8
15
1
2
60
33
30
29
8
Total Analysis Volume [veh/h]
48
31
139
30
58
4
8
238
132
121
116
30
Pedestrian Volume [ped/h]
0
0
0
0
i
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 9: 9 Phase C Build AM
1 /17/2023
Number of Conflicting Circulating Lanes
1
1
1
1
Circulating Flow Rate [veh/h]
282
291
213
89
Exiting Flow Rate [veh/h]
317
70
171
415
Demand Flow Rate [veh/h]
48
31
139
30
58
4
8
238
132
121
116
30
Adjusted Demand Flow Rate [veh/h]
48
31
139
30
58
4
8
238
132
121
116
30
Lanes
Overwrite Calculated Critical Headway
No
No
No
No
User -Defined Critical Headway [s]
I.....
W
W
W
Overwrite Calculated Follow -Up Time
No
No
No
No
User -Defined Follow -Up Time [s]
3._
3.0
3.00
3.00
A (intercept)
1380.00
1380.00
1380.00
1380.00
B (coefficient)
0.00102
0.00102
0.00102
0.00102
HV Adjustment Factor
0.98
0.98
0.98
0.98
Entry Flow Rate [veh/h]
223
94
386
273
Capacity of Entry and Bypass Lanes [veh/h]
1036
1026
1111
1261
Pedestrian Impedance
1.00
1.00
1.00
1.00
Capacity per Entry Lane [veh/h]
1016
1006
1089
1236
X, volume / capacity
0.21
0.09
0.35
0.22
Movement, Approach, & Intersection Results
Lane LOS
A
A
A
A
95th-Percentile Queue Length [veh]
0.81
0.30
1.57
0.82
95th-Percentile Queue Length [ft]
20.34
7.53
39.21
20.53
Approach Delay [s/veh]
5.59
4.40
6.79
4.79
Approach LOS
A
A
A
A
Intersection Delay [s/veh]
5.73
Intersection LOS
A
M
Generated with 92MM NUM Scenario 9: 9 Phase C Build AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 2: Stillwater Rd and Timberwolf Pkwy
Two-way stop Delay (sec / veh): 17.3
HCM 7th Edition Level Of Service: C
15 minutes Volume to Capacity (v/c): 0.097
Name
Stillwater Rd
Stillwater Rd
Timberwolf Pkwy
Timberwolf Pkwy
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
I Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
0
0
Entry Pocket Length [ft]
10(, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
25.00
25.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
No
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
Timberwolf Pkwy
Timberwolf Pkwy
Base Volume Input [veh/h]
25
332
1 40
29
1 127
13
38
13
1 76
32
1 4
1 18
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
1 2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
TT
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
25
332
40
29
127
13
38
13
76
32
4
18
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
6
83
10
7
32
3
10
3
19
8
1
5
Total Analysis Volume [veh/h]
25
332
40
29
127
13
38
13
76
32
4
18
Pedestrian Volume [ped/h]
i
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 9: 9 Phase C Build AM
1 /17/2023
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.02
j.00
O.Ou
0.02
0.10
1 0.03
1 0.08
0.10
1 0.01
0.03
d_M, Delay for Movement [s/veh]
7.52
)
8.07
1
16.27
1 15.99
1 10.64
17.30
15.48
11.57
Movement LOS
A
A
A
A
A
A
C
C
B
C
C
B
95th-Percentile Queue Length [veh/In]
0.04
0.04
0.04
0.05
0.05
0.05
0.82
0.82
1 0.82
0.46
1 0.46
0.46
95th-Percentile Queue Length [ft/In]
1.08
1.08
1.08
1.25
1.25
1.25
20.55
20.55
20.55
11.43
11.43
11.43
d_A, Approach Delay [s/veh]
0.47
1.38
12.87
15.26
Approach LOS
A
A
B
C
d_I, Intersection Delay [s/veh]
3.86
Intersection LOS
C
am
Generated with 92MM NUM Scenario 9: 9 Phase C Build AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 3: Stillwater Rd and Development Access
Two-way stop Delay (sec / veh): 16.2
HCM 7th Edition Level Of Service: C
15 minutes Volume to Capacity (v/c): 0.075
Name
Stillwater Rd
Stillwater Rd
Development Access
Development Access
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
I Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
0
0
Entry Pocket Length [ft]
10(' --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
25.00
25.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
No
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
Development Access
Development Access
Base Volume Input [veh/h]
20
354
8
4
210
8
25
0
59
26
0
11
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
1 2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
TT
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
20
354
8
4
210
8
25
0
59
26
0
11
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
5
89
2
1
53
2
6
0
15
7
0
3
Total Analysis Volume [veh/h]
20
354
8
4
210
8
25
0
59
26
0
11
Pedestrian Volume [ped/h]
M
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 9: 9 Phase C Build AM
1 /17/2023
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.01
J.00
0.0u
0.00
0.07
1 0.00
0.07
0.07
1 0.00
1 0.02
d_M, Delay for Movement [s/veh]
7.69
)
8.01
15.36
10.29
16.25
11.13
Movement LOS
A
A
A
A
A
A
C
_
B
C
C
B
95th-Percentile Queue Length [veh/In]
0.03
0.03
0.03
0.01
0.01
0.01
0.47
0.47
0.30
0.30
0.30
95th-Percentile Queue Length [ft/In]
0.85
0.85
0.85
0.17
0.17
0.17
11.81
11.81
7.45
7.45
7.45
d_A, Approach Delay [s/veh]
0.40
0.14
11.80
14.73
Approach LOS
A
A
B
B
d_I, Intersection Delay [s/veh]
2.37
Intersection LOS
C
M
Generated with 92MM NUM Scenario 9: 9 Phase C Build AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 4: Stillwater Rd and Timberwolf Access S
Two-way stop Delay (sec / veh): 11.8
HCM 7th Edition Level Of Service: B
15 minutes Volume to Capacity (v/c): 0.060
Name
Stillwater Rd
Stillwater Rd
Timberwolf Access S
Approach
Northbound
Southbound
Westbound
Lane Configuration
�"►
�"�
Turning Movement
Thru
Right
Left
Thru
Left
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
35.00
35.00
25.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
Timberwolf Access S
Base Volume Input [veh/h]
274
11
4
156
34
13
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
274
11
4
156
34
13
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
69
3
1
39
9
3
Total Analysis Volume [veh/h]
274
11
4
156
34
13
Pedestrian Volume [ped/h]
D91
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 9: 9 Phase C Build AM
1 /17/2023
Priority Scheme
Free
Free
Stop
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.00
0.06
0.02
d_M, Delay for Movement [s/veh]
7.82
11.81
10.23
Movement LOS
A
A
A
A
B
B
95th-Percentile Queue Length [veh/In]
0.00
0.00
0.01
0.01
0.25
0.25
95th-Percentile Queue Length [ft/In]
0.00
0.00
0.17
0.17
6.22
6.22
d_A, Approach Delay [s/veh]
0.00
0.20
11.37
Approach LOS
A
A
B
d_I, Intersection Delay [s/veh]
1.15
Intersection LOS
B
D92
Generated with 92MM NUM Scenario 9: 9 Phase C Build AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 5: Stillwater Rd and Stillwater Crossing
Two-way stop Delay (sec / veh): 13.5
HCM 7th Edition Level Of Service: B
15 minutes Volume to Capacity (v/c): 0.007
Name
Stillwater Rd
Stillwater Rd
Stillwater Crossing N
Approach
Northbound
Southbound
Eastbound
Lane Configuration
�"I
F
Turning Movement
Left
Thru
Thru
Right
Left
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
30.00
30.00
30.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
Stillwater Crossing N
Base Volume Input [veh/h]
12
313
305
1
3
26
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
12
313
305
1
3
26
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
3
78
76
0
1
7
Total Analysis Volume [veh/h]
12
313
305
1
3
26
Pedestrian Volume [ped/h]
D93
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 9: 9 Phase C Build AM
1 /17/2023
Priority Scheme
Free
Free
Stop
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.01
0.01
0.04
d_M, Delay for Movement [s/veh]
7.88
13.54
10.13
Movement LOS
A
A
A
A
B
B
95th-Percentile Queue Length [veh/In]
0.02
0.02
0.00
0.00
0.13
0.13
95th-Percentile Queue Length [ft/In]
0.50
0.50
0.00
0.00
3.31
3.31
d_A, Approach Delay [s/veh]
0.29
0.00
10.49
Approach LOS
A
A
B
d_I, Intersection Delay [s/veh]
0.60
Intersection LOS
B
am
Generated with 92MM NUM Scenario 9: 9 Phase C Build AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 6: Stillwater Rd and 4 Mile Dr
Two-way stop Delay (sec / veh): 55.6
HCM 7th Edition Level Of Service: F
15 minutes Volume to Capacity (v/c): 0.228
Name
Stillwater Rd
Stillwater Rd
4 Mile Dr
4 Mile Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
,iF
+
i F
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
1
0
0
0
1
0
Entry Pocket Length [ft]
60.00
160.00
Floc, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
35.00
35.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
No
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
4 Mile Dr
4 Mile Dr
Base Volume Input [veh/h]
12
154
68
260
64
27
27
77
11
43
49
225
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
1 2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
TT
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
12
154
68
260
64
27
27
1 77
1 11
43
49
1 225
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
3
39
17
65
16
7
7
19
3
11
12
56
Total Analysis Volume [veh/h]
12
154
68
260
64
27
27
77
11
43
49
225
Pedestrian Volume [ped/h]
D95
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 9: 9 Phase C Build AM
1 /17/2023
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.01
J.00
0.0u
0.19
0.23
1 0.32
1 0.01
0.27
1 0.20
0.26
d_M, Delay for Movement [s/veh]
7.41
)
8.31
1
55.57
1 40.21
1 28.87
35.55
24.70
14.32
Movement LOS
A
A
A
A
A
A
F
E
D
E
C
B
95th-Percentile Queue Length [veh/In]
0.02
0.02
0.02
0.71
0.00
0.00
3.01
3.01
1 3.01
1.03
1 2.43
2.43
95th-Percentile Queue Length [ft/In]
0.53
0.53
0.53
17.85
0.00
0.00
75.29
75.29
75.29
25.74
60.74
60.74
d_A, Approach Delay [s/veh]
0.38
6.16
42.74
18.81
Approach LOS
A
A
E
C
d_I, Intersection Delay [s/veh]
12.91
Intersection LOS
F
M
Generated with 92MM NUM Scenario 9: 9 Phase C Build AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 7: 4 Mile Dr and Stillwater Access E
Two-way stop Delay (sec / veh):
HCM 7th Edition Level Of Service:
15 minutes Volume to Capacity (v/c)
9.3
A
0.063
Name
Stillwater Access E
4 Mile Dr
4 Mile Dr
Approach
Southbound
Eastbound
Westbound
Lane Configuration
�"�
�"►
Turning Movement
Left
Right
Left
Thru
Thru
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
35.00
35.00
35.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Access E
4 Mile Dr
4 Mile Dr
Base Volume Input [veh/h]
56
7
3
45
40
24
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
56
7
3
45
40
24
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
14
2
1
11
10
6
Total Analysis Volume [veh/h]
56
7
3
45
40
24
Pedestrian Volume [ped/h]
D97
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 9: 9 Phase C Build AM
1 /17/2023
Priority Scheme
Stop
Free
Free
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.06
0.01
0.00
d_M, Delay for Movement [s/veh]
9.33
8.84
7.34
Movement LOS
A
A
A
A
A
A
95th-Percentile Queue Length [veh/In]
0.22
0.22
0.01
0.01
0.00
0.00
95th-Percentile Queue Length [ft/In]
5.60
5.60
0.13
0.13
0.00
0.00
d_A, Approach Delay [s/veh]
9.27
0.46
0.00
Approach LOS
A
A
A
d_I, Intersection Delay [s/veh]
3.46
Intersection LOS
A
M
Generated with 92MM NUM Scenario 9: 9 Phase C Build AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 8: 4 Mile Dr and Stillwater Access W
Two-way stop Delay (sec / veh):
HCM 7th Edition Level Of Service:
15 minutes Volume to Capacity (v/c)
Name
Stillwater Access W
4 Mile Dr
4 Mile Dr
Approach
Southbound
Eastbound
Westbound
Lane Configuration
�"�
�"►
Turning Movement
Left
Right
Left
Thru
Thru
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
35.00
35.00
35.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Access W
4 Mile Dr
4 Mile Dr
Base Volume Input [veh/h]
15
2
1
33
40
7
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
15
2
1
33
40
7
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
4
1
0
8
10
2
Total Analysis Volume [veh/h]
15
2
1
33
40
7
Pedestrian Volume [ped/h]
M
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 9: 9 Phase C Build AM
1 /17/2023
Priority Scheme
Stop
Free
Free
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.02
0.00
0.00
d_M, Delay for Movement [s/veh]
8.97
8.58
7.31
Movement LOS
A
A
A
A
A
A
95th-Percentile Queue Length [veh/In]
0.06
0.06
0.00
0.00
0.00
0.00
95th-Percentile Queue Length [ft/In]
1.39
1.39
0.04
0.04
0.00
0.00
d_A, Approach Delay [s/veh]
8.92
0.21
0.00
Approach LOS
A
A
A
d_I, Intersection Delay [s/veh]
1.62
Intersection LOS
A
D100
Generated with 92MM NUM Scenario 9: 9 Phase C Build AM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 9: Timberwolf Pkwy and Timberwolf Access N
Two-way stop Delay (sec / veh): 9.0
HCM 7th Edition Level Of Service: A
15 minutes Volume to Capacity (v/c): 0.030
Name
Timberwolf Access N
Timberwolf Pkwy
Timberwolf Pkwy
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
I Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
0
0
Entry Pocket Length [ft]
10(, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
25.00
30.00
25.00
25.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
No
No
No
No
Volumes
Name
Timberwolf Access N
Timberwolf Pkwy
Timberwolf Pkwy
Base Volume Input [veh/h]
28
0
0
0
0
2
20
5
9
0
1
1-7 0
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
1 2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
TT
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
28
0
0
0
0
2
20
5
9
0
1
0
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
7
0
0
0
0
1
5
1
2
0
0
0
Total Analysis Volume [veh/h]
28
0
0
0
0
2
20
5
9
0
1
0
Pedestrian Volume [ped/h]
D101
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 9: 9 Phase C Build AM
1 /17/2023
Priority Scheme
Stop
Stop
Free
Free
Flared Lane
No
No
Storage Area [veh]
u
0
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
0
0
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.03
0.00
0.00
0.00
0.00
0.00
0.01
0.00
0.00
0.00
1 0.00
O.Ou
d_M, Delay for Movement [s/veh]
8.97
8.33
7.25
i
7.24
0.00
0.00
Movement LOS
A
A
A
A
I A
A
I A
95th-Percentile Queue Length [veh/In]
0.09
9
0.09
0.(
0.01
0.04
0.04
0.04
0.00
0.00
J
95th-Percentile Queue Length [ft/In]
2.32
2
2.32
0.'
0.14
0.95
0.95
0.95
0
0.00
d_A, Approach Delay [s/veh]
8.97
8.33
4.26
0.00
Approach LOS
A
A
A
A
d_I, Intersection Delay [s/veh]
6.35
Intersection LOS
A
D1O2
Generated with LWZSM Scenario 9: 9 Phase C Build AM 1/17/2023
Version 2022 (SP 0-7)
Traffic Volume - Base Volume
Stillwater Rd and Reserve Dr Stillwater Rd and Timberwolf Stillwater Rd and Developme Stillwater Rd and Timberwolf
CDaC>i
2
to
1
$ �
_ _
76
_
132
121
32
59
26
34
cb
04o�
m
ocC'nOD
h
." j
A
Stillwater
Rd and Stillwater C
Stillwater Rd and 4 Mile Dr
4 Mile Dr
and Stillwater Acce Mile Dr and Stillwater Acce
[77
/4
3
r7J 225
324
1 � 7
26 D
r 43
45
40
33 _ 40
r� w
N ��
D103
Generated with iiEiRTINI'Ti7 Scenario 9: 9 Phase C Build AM 1/17/2023
Version 2022 (SP 0-7)
Traffic Volume - Base Volume
Timberwolf Pkwy and Timber
N OO
}
20 J _ p
s � � a
Irk
�fla
D104
Generated with 92MM NUM Scenario 10: 10 Phase C Build PM 1/17/2023
Version 2022 (SP 0-
Intersection Level Of Service Report
Intersection 1: Stillwater Rd and Reserve Dr
Control Type: Roundabout Delay (sec / veh): 5.7
Analysis Method: HCM 7th Edition Level Of Service: A
Analysis Period: 15 minutes
Intersection Setup
Name
Stillwater Rd
Stillwater Rd
Reserve Dr
Reserve Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
I Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
0
0
Entry Pocket Length [ft]
10(, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
55.00
55.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
Yes
Yes
Yes
Yes
Volumes
Name
Stillwater Rd
Stillwater Rd
Reserve Dr
Reserve Dr
Base Volume Input [veh/h]
62
30
118
56
51
10
4
123
41
138
270
31
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
Proportion of CAVs [%]
0.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
62
30
118
56
51
10
4
1 123
1 41
138
270
1 31
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
16
8
30
14
13
3
1
31
10
35
68
8
Total Analysis Volume [veh/h]
62
30
118
56
51
10
4
123
41
138
270
31
Pedestrian Volume [ped/h]
0
0
0
0
D105
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 10: 10 Phase C Build PM
1 /17/2023
Number of Conflicting Circulating Lanes
1
1
1
1
Circulating Flow Rate [veh/h]
187
479
250
98
Exiting Flow Rate [veh/h]
235
66
349
303
Demand Flow Rate [veh/h]
62
30
118
56
51
10
4
123
41
138
270
31
Adjusted Demand Flow Rate [veh/h]
62
30
118
56
51
10
4
123
41
138
270
31
Lanes
Overwrite Calculated Critical Headway
No
No
No
No
User -Defined Critical Headway [s]
I.....
W
W
W
Overwrite Calculated Follow -Up Time
No
No
No
No
User -Defined Follow -Up Time [s]
3._
3.0
3.00
3.00
A (intercept)
1380.00
1380.00
1380.00
1380.00
B (coefficient)
0.00102
0.00102
0.00102
0.00102
HV Adjustment Factor
0.98
0.98
0.98
0.98
Entry Flow Rate [veh/h]
215
120
172
448
Capacity of Entry and Bypass Lanes [veh/h]
1141
847
1070
1249
Pedestrian Impedance
1.00
1.00
1.00
1.00
Capacity per Entry Lane [veh/h]
1119
830
1049
1225
X, volume / capacity
0.19
0.14
0.16
0.36
Movement, Approach, & Intersection Results
Lane LOS
A
A
A
A
95th-Percentile Queue Length [veh]
0.69
0.49
0.57
1.65
95th-Percentile Queue Length [ft]
17.23
12.25
14.24
41.23
Approach Delay [s/veh]
4.90
5.76
4.89
6.37
Approach LOS
A
A
A
A
Intersection Delay [s/veh]
5.69
Intersection LOS
A
A Ii
Generated with 92MM NUM Scenario 10: 10 Phase C Build PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 2: Stillwater Rd and Timberwolf Pkwy
Two-way stop Delay (sec / veh): 17.1
HCM 7th Edition Level Of Service: C
15 minutes Volume to Capacity (v/c): 0.171
Name
Stillwater Rd
Stillwater Rd
Timberwolf Pkwy
Timberwolf Pkwy
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
I Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
0
0
Entry Pocket Length [ft]
10(, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
25.00
25.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
No
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
Timberwolf Pkwy
Timberwolf Pkwy
Base Volume Input [veh/h]
84
110
38
19
172
42
25
8
50
64
14
40
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
1 2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
TT
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
84
110
38
19
172
42
25
1 8
1 50
647
14
1 40
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
21
28
10
5
43
11
6
2
13
16
4
10
Total Analysis Volume [veh/h]
84
110
38
19
172
42
25
8
50
64
14
40
Pedestrian Volume [ped/h]
D107
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 10: 10 Phase C Build PM
1 /17/2023
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.06
j.00
O.Ou
0.01
0.07
1 0.02
1 0.06
0.17
1 0.03
0.04
d_M, Delay for Movement [s/veh]
7.76
)
7.53
1
15.63
1 14.88
1 10.31
17.12
16.34
11.41
Movement LOS
A
A
A
A
A
A
C
B
B
C
C
B
95th-Percentile Queue Length [veh/In]
0.15
0.15
0.15
0.03
0.03
0.03
0.50
0.50
1 0.50
0.97
1 0.97
0.97
95th-Percentile Queue Length [ft/In]
3.87
3.87
3.87
0.83
0.83
0.83
12.61
12.61
12.61
24.32
24.32
24.32
d_A, Approach Delay [s/veh]
2.81
0.61
12.35
15.09
Approach LOS
A
A
B
C
d_I, Intersection Delay [s/veh]
5.41
Intersection LOS
C
Wi
Generated with 92MM NUM Scenario 10: 10 Phase C Build PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 3: Stillwater Rd and Development Access
Two-way stop Delay (sec / veh): 15.1
HCM 7th Edition Level Of Service: C
15 minutes Volume to Capacity (v/c): 0.046
Name
Stillwater Rd
Stillwater Rd
Development Access
Development Access
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
I Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
0
0
Entry Pocket Length [ft]
10(' --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
25.00
25.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
No
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
Development Access
Development Access
Base Volume Input [veh/h]
66
195
28
12
194
28
17
0
39
17
0
7
1-7
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
1 2.00
2.00
F.00
2.00
2.00
1 2.00
1 2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
TT
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
66
195
28
12
194
28
17
0
39
17
0
7
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
17
49
7
3
49
7
4
0
10
4
0
2
Total Analysis Volume [veh/h]
66
195
28
12
194
28
17
0
39
17
0
7
Pedestrian Volume [ped/h]
D109
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 10: 10 Phase C Build PM
1 /17/2023
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.05
j.00
O.Ou
0.01
0.04
1 0.00
0.05
0.05
1 0.00
1 0.01
d_M, Delay for Movement [s/veh]
7.75
)
7.69T14.65
9.89
15.15
.�
9.79
Movement LOS
A
A
A
A
A
A
B
_
A
C
B
A
95th-Percentile Queue Length [veh/In]
0.12
0.12
0.12
0.02
0.02
0.02
0.29
0.29
0.17
0.17
0.17
95th-Percentile Queue Length [ft/In]
2.93
2.93
2.93
0.52
0.52
0.52
7.36
7.36
4.28
4.28
4.28
d_A, Approach Delay [s/veh]
1.77
0.39
11.34
13.58
Approach LOS
A
A
B
B
d_I, Intersection Delay [s/veh]
2.60
Intersection LOS
C
D110
Generated with 92MM NUM Scenario 10: 10 Phase C Build PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 4: Stillwater Rd and Timberwolf Access S
Two-way stop Delay (sec / veh): 10.6
HCM 7th Edition Level Of Service: B
15 minutes Volume to Capacity (v/c): 0.033
Name
Stillwater Rd
Stillwater Rd
Timberwolf Access S
Approach
Northbound
Southbound
Westbound
Lane Configuration
�"►
�"�
Turning Movement
Thru
Right
Left
Thru
Left
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
35.00
35.00
25.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
Timberwolf Access S
Base Volume Input [veh/h]
117
36
15
146
22
9
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
117
36
15
146
22
9
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
29
9
4
37
6
2
Total Analysis Volume [veh/h]
117
36
15
146
22
9
Pedestrian Volume [ped/h]
D111
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 10: 10 Phase C Build PM
1 /17/2023
Priority Scheme
Free
Free
Stop
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.01
0.03
0.01
d_M, Delay for Movement [s/veh]
7.54
10.56
9.16
Movement LOS
A
A
A
A
B
A
95th-Percentile Queue Length [veh/In]
0.00
0.00
0.03
0.03
0.13
0.13
95th-Percentile Queue Length [ft/In]
0.00
0.00
0.63
0.63
3.32
3.32
d_A, Approach Delay [s/veh]
0.00
0.70
10.15
Approach LOS
A
A
B
d_I, Intersection Delay [s/veh]
1.24
Intersection LOS
B
D112
Generated with 92MM NUM Scenario 10: 10 Phase C Build PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 5: Stillwater Rd and Stillwater Crossing
Two-way stop Delay (sec / veh): 13.5
HCM 7th Edition Level Of Service: B
15 minutes Volume to Capacity (v/c): 0.007
Name
Stillwater Rd
Stillwater Rd
Stillwater Crossing N
Approach
Northbound
Southbound
Eastbound
Lane Configuration
�"I
F
Turning Movement
Left
Thru
Thru
Right
Left
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
30.00
30.00
30.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
Stillwater Crossing N
Base Volume Input [veh/h]
36
316
234
5
3
26
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
36
316
234
5
3
26
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
9
79
59
1
1
7
Total Analysis Volume [veh/h]
36
316
234
5
3
26
Pedestrian Volume [ped/h]
D113
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 10: 10 Phase C Build PM
1 /17/2023
Priority Scheme
Free
Free
Stop
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.03
0.01
0.03
d_M, Delay for Movement [s/veh]
7.75
13.49
9.69
Movement LOS
A
A
A
A
B
A
95th-Percentile Queue Length [veh/In]
0.06
0.06
0.00
0.00
0.12
0.12
95th-Percentile Queue Length [ft/In]
1.53
1.53
0.00
0.00
3.06
3.06
d_A, Approach Delay [s/veh]
0.79
0.00
10.08
Approach LOS
A
A
B
d_I, Intersection Delay [s/veh]
0.92
Intersection LOS
B
D114
Generated with 92MM NUM Scenario 10: 10 Phase C Build PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 6: Stillwater Rd and 4 Mile Dr
Two-way stop Delay (sec / veh): 43.6
HCM 7th Edition Level Of Service: E
15 minutes Volume to Capacity (v/c): 0.242
Name
Stillwater Rd
Stillwater Rd
4 Mile Dr
4 Mile Dr
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
,iF
+
i F
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
1
0
0
0
1
0
Entry Pocket Length [ft]
60.00
160.00
Floc, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
35.00
35.00
35.00
35.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
No
No
No
No
Volumes
Name
Stillwater Rd
Stillwater Rd
4 Mile Dr
4 Mile Dr
Base Volume Input [veh/h]
13
60
69
201
65
31
34
81
7
103
99
272
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
1 2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
TT
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
13
60
69
201
65
31
34
1 81
1 7
103
99
1 272
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
3
15
17
50
16
8
9
20
2
26
25
68
Total Analysis Volume [veh/h]
13
60
69
201
65
31
34
81
7
103
99
272
Pedestrian Volume [ped/h]
D115
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 10: 10 Phase C Build PM
1 /17/2023
Priority Scheme
Free
Free
Stop
Stop
Flared Lane
No
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.01
j.00
O.Ou
0.14
0.24
1 0.24
1 0.01
0.40
1 0.29
0.28
d_M, Delay for Movement [s/veh]
7.42
)
7.87
1
43.65
1 28.75
1 21.74
28.17
22.46
15.78
Movement LOS
A
A
A
A
A
A
E
D
C
D
C
C
95th-Percentile Queue Length [veh/In]
0.02
0.02
0.02
0.48
0.00
0.00
2.48
2.48
1 2.48
1.84
1 3.60
3.60
95th-Percentile Queue Length [ft/In]
0.60
0.60
0.60
11.97
0.00
0.00
62.10
62.10
62.10
45.97
89.88
89.88
d_A, Approach Delay [s/veh]
0.68
5.32
32.50
1987.
Approach LOS
A
A
D
C
d_I, Intersection Delay [s/veh]
14.55
Intersection LOS
E
D116
Generated with 92MM NUM Scenario 10: 10 Phase C Build PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 7: 4 Mile Dr and Stillwater Access E
Two-way stop Delay (sec / veh):
HCM 7th Edition Level Of Service:
15 minutes Volume to Capacity (v/c)
9.7
A
0.068
Name
Stillwater Access E
4 Mile Dr
4 Mile Dr
Approach
Southbound
Eastbound
Westbound
Lane Configuration
�"�
�"►
Turning Movement
Left
Right
Left
Thru
Thru
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
35.00
35.00
35.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Access E
4 Mile Dr
4 Mile Dr
Base Volume Input [veh/h]
56
7
9
43
58
77
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
56
7
9
43
58
77
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
14
2
2
11
15
19
Total Analysis Volume [veh/h]
56
7
9
43
58
77
Pedestrian Volume [ped/h]
D117
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 10: 10 Phase C Build PM
1 /17/2023
Priority Scheme
Stop
Free
Free
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.07
0.01
0.01
d_M, Delay for Movement [s/veh]
9.69
9.10
7.49
Movement LOS
A
A
A
A
A
A
95th-Percentile Queue Length [veh/In]
0.24
0.24
0.02
0.02
0.00
0.00
95th-Percentile Queue Length [ft/In]
6.06
6.06
0.38
0.38
0.00
0.00
d_A, Approach Delay [s/veh]
9.63
1.30
0.00
Approach LOS
A
A
A
d_I, Intersection Delay [s/veh]
2.70
Intersection LOS
A
D118
Generated with 92MM NUM Scenario 10: 10 Phase C Build PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 8: 4 Mile Dr and Stillwater Access W
Two-way stop Delay (sec / veh):
HCM 7th Edition Level Of Service:
15 minutes Volume to Capacity (v/c)
9.1
A
0.017
Name
Stillwater Access W
4 Mile Dr
4 Mile Dr
Approach
Southbound
Eastbound
Westbound
Lane Configuration
�"�
�"►
Turning Movement
Left
Right
Left
Thru
Thru
Right
Lane Width [ft]
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
Entry Pocket Length [ft]
No. of Lanes in Exit Pocket
0
0
0
0
0
0
Exit Pocket Length [ft]
Speed [mph]
35.00
35.00
35.00
Grade [%]
0.00
0.00
0.00
Crosswalk
No
No
No
Volumes
Name
Stillwater Access W
4 Mile Dr
4 Mile Dr
Base Volume Input [veh/h]
15
2
3
37
44
21
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
Total Hourly Volume [veh/h]
15
2
3
37
44
21
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
4
1
1
9
11
5
Total Analysis Volume [veh/h]
15
2
3
37
44
21
Pedestrian Volume [ped/h]
D119
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 10: 10 Phase C Build PM
1 /17/2023
Priority Scheme
Stop
Free
Free
Flared Lane
No
Storage Area [veh]
Two -Stage Gap Acceptance
No
Number of Storage Spaces in Median
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.02
0.00
0.00
d_M, Delay for Movement [s/veh]
9.08
8.63
7.35
Movement LOS
A
A
A
A
A
A
95th-Percentile Queue Length [veh/In]
0.06
0.06
0.01
0.01
0.00
0.00
95th-Percentile Queue Length [ft/In]
1.42
1.42
0.13
0.13
0.00
0.00
d_A, Approach Delay [s/veh]
9.02
0.55
0.00
Approach LOS
A
A
A
d_I, Intersection Delay [s/veh]
1.44
Intersection LOS
A
D120
Generated with 92MM NUM Scenario 10: 10 Phase C Build PM 1/17/2023
Version 2022 (SP 0-
Control Type:
Analysis Method
Analysis Period:
Intersection Setup
Intersection Level Of Service Report
Intersection 9: Timberwolf Pkwy and Timberwolf Access N
Two-way stop Delay (sec / veh): 8.9
HCM 7th Edition Level Of Service: A
15 minutes Volume to Capacity (v/c): 0.019
Name
Timberwolf Access N
Timberwolf Pkwy
Timberwolf Pkwy
Approach
Northbound
Southbound
Eastbound
Westbound
Lane Configuration
Turning Movement
Left
Thru
Right
Left
Thru
Right
Left
I Thru
Right
Left
Thru
Right
Lane Width [ft]
1200.
1200.
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
No. of Lanes in Entry Pocket
0
0
0
0
0
0
0
0
Entry Pocket Length [ft]
10(, --
No. of Lanes in Exit Pocket
0
0
0
0
0
0
0
0
Exit Pocket Length [ft]
0
(^^
Speed [mph]
25.00
30.00
25.00
25.00
Grade [%]
0.00
0.00
0.00
0.00
Crosswalk
No
No
No
No
Volumes
Name
Timberwolf Access N
Timberwolf Pkwy
Timberwolf Pkwy
Base Volume Input [veh/h]
18
0
0
0
0
22
3
1
1 30
0
1 5
1 0
Base Volume Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Heavy Vehicles Percentage [%]
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1 2.00
1 2.00
2.00
2.00
2.00
Growth Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
In -Process Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Site -Generated Trips [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Diverted Trips [veh/h]
0
0
0
0
TO
0
0
0
0
0
0
0
Pass -by Trips [veh/h]
0
0
0
0
0
0
0
0
0
TT
0
0
Existing Site Adjustment Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Other Volume [veh/h]
0
0
0
0
0
0
0
0
0
0
0
0
Total Hourly Volume [veh/h]
18
0
0
0
0
22
3
1
30
0
5
0
Peak Hour Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Other Adjustment Factor
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Total 15-Minute Volume [veh/h]
5
0
0
0
0
6
1
0
8
0
1
0
Total Analysis Volume [veh/h]
18
0
0
0
0
22
3
1
30
0
5
0
Pedestrian Volume [ped/h]
D121
Generated with
Version 2022 (SP 0-
Intersection Settings
Scenario 10: 10 Phase C Build PM
1 /17/2023
Priority Scheme
Stop
Stop
Free
Free
Flared Lane
No
No
Storage Area [veh]
u
0
Two -Stage Gap Acceptance
No
No
Number of Storage Spaces in Median
0
0
Movement, Approach, & Intersection Results
V/C, Movement V/C Ratio
0.02
0.00
0.00
0.00
0.00
0.02
0.00
0.00
0.00
0.00
1 0.00
O.Ou
d_M, Delay for Movement [s/veh]
8.88
8.41
7.23
i
7.28
0.00
0.00
Movement LOS
A
A
A
A
I A
A
I A
95th-Percentile Queue Length [veh/In]
0.06
-S
0.06
0.06
1 0.(
0.06
0.01
0.01
0.01
0.00
0.00
J
95th-Percentile Queue Length [ft/In]
1.45
5
1.45
1.56
1.
1.56
0.15
0.15
0.15
0
0.00
d_A, Approach Delay [s/veh]
8.88
8.41
0.64
0.00
Approach LOS
A
A
A
A
d_I, Intersection Delay [s/veh]
4.64
Intersection LOS
A
D122
Generated with LWZSM Scenario 10: 10 Phase C Build PM 1/17/2023
Version 2022 (SP 0-7)
Traffic Volume - Base Volume
Stillwater Rd and Reserve Dr Stillwater Rd and Timberwolf Stillwater Rd and Developme Stillwater Rd and Timberwolf
+
i
123
� 270
2s
8
- L
14
0
- 0
9
41 �
� 138
50
� � 64
39 �
� 17
� 22
d7Ws
NOS
��9p
rCh
OT�N
rn�� f
� f.s
V Q1
Stillwater
Rd and Stillwater C
Stillwater Rd and 4 Mile Dr
4 Mile Dr
and Stillwater Acce 4 Mile Dr
and Stillwater Acce
L�J
`"
g J
272
r--,
g J
77321
26
03
43
66837
44
D123
Generated with iiEiRTINI'Ti7 Scenario 10: 10 Phase C Build PM 1/17/2023
Version 2022 (SP 0-7)
Traffic Volume - Base Volume
Tiimmberwolf Pkwy and Timber
9
3 q
34 p
1�f
°Ooa
D124
MY OF
KALISPELL-,
lis,ell Growth
Policy - Timberwolf
Ridge
® Subject Parcel
0
V Commercial
Urban Mixed Use
°
High Density Residential
Ad
a
Urban Mixed
°
Use
Commercial
Subject
Parcel
93
�e
High Density
93
Residential
Data Sources:
Montana Cadastral,
N
0 160 320 640
960
Flathead County GIs.
Feet
City of Kalispell GIs,
Basemap:
Austin Bachurski - 12/15/2022
Esri Community Maps, ArCGIS.com
CITY OF Kalispell Mailing List ®Subject Parcel
� Mailing List Parcels
KALISPELL Timberwolf Ridge 0 Other Parcels
Data Sources:
Montana Cadastral,
Flathead County GIs.
City of Kalispell GIs,
Austin Bachurski - 12/15/2022
0 345 690 1380 2070
Feet
Basemap:
Esri Community Maps, ArcGIS.com